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Wirbelstromprüfung an Eisenbahnschienen - Integration der Wirbelstromtechnik in Ultraschallprüfzüge
(2004)
Eisenbahnschienen sind betriebsbedingt hohen mechanischen Belastungen ausgesetzt. Es ist notwendig, Schädigungen möglichst frühzeitig zu detektieren und hinsichtlich ihrer Schädigungstiefe zu bewerten, um sie durch gezielte Schienenbearbeitung (Schleifen, Hobeln, Fräsen) rechtzeitig zu beseitigen. Mit der bisher in Schienenprüfzügen eingesetzten Ultraschalltechnik lassen sich die Oberflächenfehler nur schwer detektieren. Eine Bewertung der Schädigungstiefe ist nicht möglich. Die Wirbelstromtechnik stellt als oberflächennahes Verfahren der zerstörungsfreien Prüfung eine ideale Ergänzung zur volumenhaften Ultraschallprüfung dar. Es wurde ein Wirbelstromprüfsystem entwickelt, das eine Detektion und Tiefenbewertung von Oberflächenfehlern bei einer Prüfgeschwindigkeit von bis zu 100 km/h und einem Messpunktabstand von 1 mm ermöglicht. Das Wirbelstromsystem kann in das vorhandene Ultraschallsystem integriert werden. Dieses beginnt mit der Übernahme der Dateinamen zur Speicherung der Messdaten, dem synchronen Start und Stopp der Messung, Ortssynchronisation über gemeinsamen Wegtakt und externe Kilometrierung bis hin zur gemeinsamen Darstellung der Prüfergebnisse. Die unterschiedlichen Ultraschallsysteme der verschiedenen Prüfzüge erfordern eine flexible Konfigurierbarkeit der Schnittstelle (Digital-IO, LAN). Wegen des enormen Umfanges der Urdaten ist es erforderlich, die Auswertung der Wirbelstromdaten so weit wie möglich zu automatisieren. Als Ergebnis der automatisierten Auswertung erhält der Prüfer Angaben über Lage, Art und Häufigkeit von Fehlern sowie die maximale Schädigungstiefe. Nebenbei ist das Wirbelstromsystem auch in der Lage, Schweißnähte in den Schienen zu detektieren. Da die Schweißnähte auch optisch zu erkennen sind, stellen sie ein wichtiges Merkmal zum Auffinden von Fehlstellen dar.
A GPR antenna array was investigated for automated measurement of wave propagation velocity as a measure of the ballast quality. This goes beyond the regular application of conventional radar systems offering only qualitative structural information. The new approach provides a fast NDT method for the classification of ballast fouling. A main advantage of the multi-offset radar is that regular ballast digging for velocity evaluation can be avoided and travel time can be directly transformed into an equivalent depth by using the automatically evaluated velocity. Fast monitoring of ballast fouling condition can reduce maintenance cost significantly by supporting the works necessary for ballast cleaning and furthermore this method reduces interruption time for a better railway service.
Am Beispiel der Ertüchtigung einer Brücke in Bremen wird gezeigt, wie mit den zerstörungsfreien Prüfverfahren (ZfP) Radar- und Ultraschall die genau Lage vorgespannte Bewehrung gefunden bzw. bestätigt werden kann. Im Rahmen von Ertüchtigungsmaßnahmen an Spannbetonbrücken werden häufig Kernbohrungen durchgeführt, die die vorhandenen Spannbewehrungen nicht beschädigen dürfen. Es wird die Vorgehensweise beschrieben, wie mit ZfP ein wesentlicher Beitrag geleistet wird, das Risiko einer Beschädigung zu minimieren und somit eine bessere Planungssicherheit für die Ertüchtigungsmaßnahmen zu schaffen. Dabei werden auch die Grenzen der bei den Verfahren aufgezeigt.
The presentation was an invited talk for the final meeting of the Mara Nord Project. Projects purpose is to demonstrate the potential of GPR method use in road condition measurement and rehabilitation planning to the Nordic market. This will be achieved through cooperation between Finland, Sweden and Norway.
The presentation gives an overview of road condition measurement and rehabilitation planning in Germany and several different kind of GPR applications in Germany.
Forest fires start mostly in partial combustion. In this paper we present a hydrogen sensor to detect early stages of forest fires. First indoor experiments in a smoke density chamber with wood samples, proved that the sensor produce a strong signal change when the smouldering of wood starts, already before the CO concentration, measured in FTIR spectrometry, exceeds 10 ppm. Indoor experiments in a Smoke Density Chamber with wood samples show, that our sensor produces an earlier signal difference than a carbon monoxide detector. In outdoor experiments we were able to detect forest fire in a distance of 110 m.
Design of a cementitious coating system for corrosion protection: Phase 1 binder materials selection
(2014)
This paper presents the first results of an ongoing research project on the development of a cementitious thin layer coating system with high resistance against chloride penetration and carbonation. It is intended to display the decision process used for selecting raw materials as well as the conclusions based on test results and theoretical deliberations. In this phase, only the influence of the binder materials was analyzed concerning mechanical properties. The system should enhance the durability of new and old concrete structures exposed to aggressive environments, be based on market available materials and fulfill the requirements of the German guideline for concrete repair (Rili-SIB).
Bei Geräten und Maschinen zur bestimmungsgemäßen Verwendung in explosionsgefährdeten Bereichen gemäß 2014/34/EU muss in der europäischen Union eine Zündgefahrenbewertung durchgeführt werden. Dabei müssen unter anderem die Gefahren von nichtelektrischen Zündquellen betrachtet werden, zu denen auch die mechanischen Schlagvorgänge gehören.
Bei mechanisch erzeugten Schlag-, Schleif- und Reibvorgängen kommt es infolge des Zusammenstoßes bzw. des Reibens zweier Werkstücke bzw. Bauteile zu einer Umwandlung der kinetischen Energie. Dabei erhöht sich die Temperatur der Werkstoffe an der Kontaktstelle und es kommt unter Umständen zu einem Abtrennvorgang kleiner Partikel erhöhter Temperatur. Sowohl die heißen Kontaktstellen (Zündquelle "heiße Oberflächen") als auch die abgetrennten Partikel (Zündquelle "mechanisch erzeugte Funken") können eine wirksame Zündquelle für ein explosionsfähiges Gasgemisch darstellen.
Zur Festlegung von Grenzwerten wurden in der Norm DIN EN ISO 80079-36:2016 die Gasgemische anhand ihrer Explosionsgruppe klassifiziert und zu jeder Gruppe die maximale Energie des Schlagvorgangs festgelegt, unter derer die Entstehung einer wirksamen Zündquelle als unwahrscheinlich angenommen werden kann.
Ferner finden sich in der TRGS 723 Hinweise zum Umgang mit funkenarmen Werkzeugen im explosionsgefährdeten Bereich.
Die BAM erforscht mit Partnern an der TUM und DTU Methoden und Modelle für ein optimiertes Tragwerksmanagement von Infrastrukturbauwerken. Im Rahmen des vom BMVI und der BASt aufgelegten Projektclusters „Intelligente Brücke“ wurde ein Software-Prototyps zur zuverlässigkeitsbasierten Bewertung eines konkreten Spannbetonüberbaus unter Berücksichtigung von Inspektionen und Überwachungssystemen entwickelt. Der entwickelte Software-Prototyp ermöglicht Benutzern ohne vertiefte Kenntnisse der Zuverlässigkeitstheorie eine Berechnung des Einflusses von Bauwerksinformationen auf den Systemschädigungszustand und die Tragsicherheit. Auf dieser Grundlage können effiziente Inspektions- und Überwachungsmaßnahmen identifiziert und das Erhaltungsmanagement optimiert werden.
Tetrafluorethen wird von der Polymerindustrie seit Jahrzenten als monomeres Ausgangsmaterial sowohl für die Herstellung von Polymeren (PTFE) als auch für Kopolymere (PCTFE) eingesetzt.
Aufgrund seiner Eigenschaft als chemisch instabiles Gas kann TFE auch ohne Luftsauerstoff oder einen anderen Oxydator explosionsartig zerfallen. Nach der Initiierung des Zerfalls kann dieser unter bestimmten Bedingungen aufgrund des exothermen Reaktionsverhaltens sich selbstständig in Apparaten und Rohrleitungen ausbreiten. Dies geht aufgrund der freigesetzten Reaktionsenthalpie mit einem schlagartigen Anstieg von Druck und Temperatur einher, was zu erheblichen Belastungen der Materialien bis hin zum Versagen und Bruch und möglichen Folgeschäden einschließlich Personenschäden führen kann und in der Vergangenheit bereits mehrfach geführt hat.
Besonders nach Wartungsarbeiten besteht die Gefahr, dass Teilabschnitte im Rohrleitungssystem mit TFE, Stickstoff oder Luft gefüllt sind mit Drücken in einem Bereich zwischen technischem Vakuum und atmosphärischem Druck wohingegen angrenzende Rohrabschnitte oder Behälter immer noch TFE bei Betriebsdrücken bis 32 bar enthalten können. Dabei sind die Abschnitte in der Praxis häufig durch Kugelhähne voneinander getrennt, die aufgrund ihrer Öffnungscharakteristik bereits bei geringen Betätigungswinkeln eine große Querschnittsfreigabe für die Strömung im Rohr ermöglichen. Dadurch können schlagartige Kompressionsvorgänge des Gases im Niederdruckbereich ermöglicht werden, die allein aufgrund der thermodynamischen Zustandsänderung zu einer erheblichen Temperaturerhöhung führen und im schlimmsten Fall zur Initiierung der Zerfallsreaktion führen können.
Es wird erstmalig ein Versuchsaufbau im Industriemaßstab, der einer explosionsartigen Zerfallsreaktion von TFE standhalten kann. Zahlreiche Sicherheitskonzepte einschließlich diverser Berstscheibenkonfigurationen als auch zeitgesteuerte Schnellschlussventile wurden eingehend untersucht und bewertet, um die optimale Versuchskonfiguration für bestmögliche Reproduzierbarkeit festzulegen. Es fand eine systematische Untersuchung der schlagartigen Kompression der Systeme Luft/Luft, TFE/Luft, TFE/TFE und TFE/N2 statt.
In der Hochdrucksektion wurden Drücke bis 30 bar realisiert und im Niederdrucksektor konnten Anfangsdrücke im Bereich weniger Millibar bis hin zu Atmosphärendruck eingestellt werden.
Als Hauptergebnis wurde ein „Hazard diagram“ erstellt, mit dessen Hilfe die Zündwahrscheinlichkeit in Abhängigkeit vom Hochdruck und Niederdruck abgeschätzt werden kann. Gefährliche Bedingungen in Rohrleitungen können dadurch auf einfachem Weg identifiziert werden.
Als Referenzsystem zur Beurteilung der maximal erreichbaren nicht reaktiven Kompressions-temperaturen wurde Luft/Luft verwendet. Die damit ermittelten Daten dienten zur Bewertung von zusätzlichen exothermen Effekten, wie sie etwa bei Vorreaktion des TFE im Falle einer Dimerisierung auftreten können.
Entgegen der ursprünglichen Annahme konnten die Systeme TFE/Stickstoff und TFE/TFE im verwendeten Aufbau nicht durch Kompressionsvorgänge gezündet werden.
Simulations of concrete on the mesoscale require complex geometry models that resolve single aggregates. Since they fill up to 60-80% of the virtual specimen, efficient algorithms for their placement are necessary.
Event-driven molecular dynamics (EDMD) algorithms using growing spheres are proven to create dense polydisperse sphere packings. In this paper, a modified EDMD algorithm is presented and compared to the widely used random sequential addition algorithm. It reaches denser aggregate packings and saves computation time at high volume fractions.
When meshing the geometry, a minimal distance between the aggregates ensures undistorted elements. It is obtained by increasing the aggregate size during the placement process, which makes the packing problem more challenging. For a given aggregate volume fraction, the presented algorithm maximizes this distance and meshable mesoscale geometries for concrete specimens with more than 70% aggregate content are produced.
SAF€RA ERANET – Coordination of European Research on Industrial Safety towards Smart and Sustainable Growth, in 2014 launched a joint call on “Innovating in safety and safe innovations”. The HAZPRED project “Predictive methods for determining the decomposition properties of hazardous substances: from development to experimental verification” was selected in this initiative. Main goal is the development and use of predictive methods to determine hazardous physico-chemical properties of various energetic materials (e.g. organic peroxides and self-reactive substances), e. g. thermal stability (self-accelerating decomposition temperature - SADT), explosive power (Trauzl test), heating under confinement (Koenen test), mechanical sensitiveness (impact or friction), etc. The project is based on a co-operation with INERIS (France), VSB-TUO (Czech Republic), BAM and chemical industry.
Aktueller Stand der Normung
(2015)
The concreting of prefabricated concrete structures can lead to insufficient bonding or even to remaining cavities. Honeycombs (aggregate clusters without cement) represent potential weakening of the structure and need to be detected non-destructively. In our study we tested the capability of ground penetrating radar (GPR) techniques for this purpose. We applied GPR in reflection mode and zero-offset profiling (ZOP) transmission mode on a precast concrete twin wall with built-in honeycombs. GPR measurements were performed as two channel measurement with ground coupled antennas with centre frequencies of 1.5 GHz and 2.6 GHz mounted to an automated scanner system.
Our findings show that ZOP transmission measurements are a more efficient method to detect voids in reinforced concrete structures compared to reflection mode measurements. This holds for both the effort needed for the measurement and the evaluation as well as the validity of the data. Honeycombs (basically representing voids) are usually characterized by strongly reduced amplitudes and earlier arrivals of the transmitted wave.
The special design of buildings, constructed for nuclear power plants is a particular challenge for the nondestructive testing in the building industry. In particular the major component thicknesses, the degree of reinforcement and surface coating systems make the application of NDT methods difficult. The studies first steps were undertaken to determine to which extent established applications of these techniques are useable in the field of infrastructure buildings. Methods have been evaluated that are already state of the art. So for example the ground penetrating radar was used for locating metallic mounting parts. Furthermore, the low-lying internal structure of the containment was investigated with the ultrasonic method.
Numerical simulation of ultrasonic wave propagation using higher order methods in space and time
(2015)
The paper discusses the efficient simulation of ultrasonic wave propagation.
It is demonstrated that a combination of higher methods in space and time leads to a significant performance boost. Higher order spectral elements are used for the spatial
discretization. A comparison with standard finite elements shows the advantages when using explicit time integration schemes. For the temporal discretization, an efficient explicit fourth order Nyström method is presented. Its computational efficiency for wave propagation problems is compared to a second order Velocity Verlet integration.
Concrete is one of the most attractive building materials consumed by humans more than any other material, except water. The particular importance of concrete for a sustainable, energy-efficient economy is highlighted by the fact that about 5% of worldwide CO2 emissions are created from the cement industry.
Concrete is a very complex material. Its properties are time dependent, which includes the solidification after casting or creep and shrinkage. In addition, concrete is a quasi-brittle material which requires to model the softening behavior including the challenge of appropriate regularization strategies. Many characteristic features are strongly related to its complex heterogeneous structure, including particles and mortar on the mesoscale or the CSH-phases on the micro scale.
At first, a short introduction to the generation of mesoscale geometries as a three phase composite including particles, mortar matrix and the interfacial transition zone is given. Afterwards, the numerical model including meshing (XFEM and aligned meshes) as well as regularized material models for the mortar phase are presented.
The focus of the presentation is the discussion of multiscale approaches to combine mesoscale models with realistic macroscale models. This includes a concurrent approach using an adaptive transition between mesoscale and macroscale models which are coupled using the mortar method. A second hierarchical approach is based on the concept of FE², which is extended to incorporate softening by solving a fine scale boundary value problem for each macroscopic integration point.
In this work an approach for smoothing the oscillations of normal contact is presented. On the other side a higher order time discretization scheme in association with a higher order spatial discretization, like the spectral element method, is used. The contact constraints are reformulated in order to get an explicit equation for the motion.
In this work an approach for smoothing the oscillations of normal impact is presented. In addition, a higher order time discretization scheme in association with a higher order spatial discretization, like the spectral element method, is investigated regarding its convergence rates.
Überblick über die Normung zur Konformitätsbewertung- (ISO CASCO Toolbox)
Revision der ISO/IEC 17025 – Anforderungen an Labors
Revision der ISO/IEC 17011 - Anforderungen an Akkreditierungsstellen
Revision des ISO Guide 34 (neu: ISO 17034) -Anforderungen an die Kompetenz von Herstellern von Referenzmaterialien
Abstract: The dangerous goods regulations UN/ADR 6.1.5.5.4 a) prescribe a maximum filling degree for determining the test pressure for the hydraulic pressure test by real measurements. The assumption is that the maximum filling degree of the liquid phase is the worst case concerning the gauge pressure. Therefore the main objective of this study is to investigate the effect of the filling degree on the gauge pressure.
Gauge pressure measurements and calculations for different substances were carried out at different filling degrees for a steel drum and a steel jerrican (heating-up from 15 °C to 55 °C).
The assumption that the maximum filling degree is the most critical is only valid for relatively rigid packagings: If the relative expansion of the packaging is smaller than the volume increase of the liquid phase due to heating-up, the gauge pressure increases with increasing filling degree.
But the opposite is true for relatively flexible packagings: If the relative expansion of the packaging exceeds the relative volume expansion of the liquid, the gauge pressure increases for decreasing filling degrees. The current regulations for the hydraulic test pressure determination at a maximum filing degree do not lead to the intended safety level. For a lower level than the maximum filling degree, the prescribed safety factor of 1.5 is not respected. Under transport conditions it is possible that the inner gauge pressure exceeds the test pressure. This can result in a failure of the packaging. There is a need to reconsider the regulations.
Carbon-based conductive coatings are complex composites, consisting of an organic or inorganic binder and conductive carbon components, for application as anodes in impressed current cathodic protection systems of reinforced concrete structures. The electrochemical properties of three coatings at different humidity and in saturated calcium hydroxide solution were studied by electrochemical methods, such as electrochemical impedance measurement, measuring of open circuit potential over time and galvanostatic polarization.
Hazardous substances with a boiling point close to ambient temperatures will evaporate at higher vapour pressures, so that the evaporation takes places in the smooth transition between the evaporation at boiling point and below boiling point, representing the transition between two different physical phenomena. Whilst the evaporation at boiling point is driven by the available heat flux, the evaporation below boiling point is driven by the concentration gradient between the pool surface and the ambient air. Available evaporation models usually focused on the correct description of the mass transfer coefficient for temperatures below boiling point. A formulation of the correct equation for the mass flow is rarely documented. Whilst the mass transfer coefficient formulation is more or less equivalent in most models, the main difference occurs in the formulation of the mass flow equation. In Fact two types of models can be identified: the models with a linear pressure term and the models with a logarithmic pressure term. Whilst the logarithmic formulations result in an infinite mass flow near boiling point, which is not plausible, the linear formulations reach (different) finite values. Due to a lack of published experimental data it was not possible to determine whether the linear approach is conservative, under predicting or more or less accurate close to the boiling point.
To evaluate the accuracy of each type of formulation, test series on liquid pools have been carried out at BAM for substances like Water, Ethanol, Cyclohexane, and Acetone. The tests were done under ambient conditions with a heatable, 90 cm diameter pool, so that the vapour pressures investigated ranged from 0 to close to 1 bar. The experimental data showed that neither of the linear nor the logarithmic formulation of the evaporation models is able to predict correctly the mass flow close to the boiling point. The logarithmic approach heavily over predicts the mass flow, while the linear approach is not conservative anymore when the vapour pressure exceeds 0.7 bar.
Im Vortrag wird über Untersuchungen zur thermischen Stabilität (Bestimmung der SADT = Self-Accelerating Decomposition Temperature) von 2,2‘-Azobisisobutyronitril (AIBN) in realen Packstücken unterschiedlicher Größe sowie in Dewar-Gefäßen berichtet. Die Packstücke mit 5 kg, 20 kg bzw. 50 kg AIBN wurden nach der UN-Methode H.4 untersucht, die Versuche mit den Dewar-Gefäßen nach UN-Methode H.4. Zusätzlich wurden experimentelle Daten mittels DSC (Differential Scanning Calorimetry) unter Verwendung druckfester Gefäße bestimmt. Die experimentellen Daten wurden für weitergehende Untersuchungen/Simulationen unter Verwendung realer kinetischer Modelle bereitgestellt. Letztendlich konnte nachgewiesen werden, dass mittels Simulation die SADT von AIBN in Abhängigkeit von der Packstückgröße sehr genau, d. h. in guter Übereinstimmung mit den Packstückversuchen, bestimmt werden kann.
RRT O.2/O.3 – Results of BAM
(2016)
During the last couple of years BAM took part in different Round Robin Tests for the determination of oxidative properties of liquid and solid substances. The obtained results from these tests are reviewed and discussed in this presentation. New findings from recent particle size distribution measurements were discussed as well.
One of the unique advantages of polymer optical fibres (POF) is that they can be used to measure very high strain values up to 100 % and beyond exceeding the strain limits of silica fibre-based sensor principles. In this paper the distributed strain measurement capabilities of POF based on backscatter change evaluation are summarized and distributed backscatter measurement technologies are intro-duced. Application examples in the structural health monitoring (SHM) field are presented: a promising approach is the integration into technical textiles for high-strain measurement in earthwork structures and crack detection in buildings. The potential of POF for future applications in SHM such as distributed relative humidity sensing is discussed.
The thermal decomposition of dicumyl peroxide dissolved in ethylbenzene has been studied in our laboratories using differential scanning calorimetry (DSC), calvet calorimetry (C80), adiabatic calorimetry, reaction calorimetry and micro calorimetry. Based on the DSC and C80 experiments a formal kinetics model has been derived, which was compared to the other applied techniques. Finally we used our model to predict the thermal response of 216.5 L steel drums to exposure to constant elevated temperatures, both using the stationary Semenov approach as well as time-resolved CFD simulations. The prediction was compared to one-to-one testing using the UN-Test H.1. The observed level of consistency between model and experiments is remarkably good. The comparison with the 216.5 L testing clearly demonstrates that reliable and conservative predictions for technically relevant scales are possible as long as a validated model is used.
The transport of peracetic acid (PAA) in intermediate bulk containers (IBC) and tanks is only possible if they have suitable pressure relief devices. To determine the dimension of the pressure relief devices the 10-l-model tank of annex 5 of the UN Manual of Tests and Criteria is used.
During the investigation of a PAA this model tank fragmented. To prevent such violent events in the future, the model tank should be provided with additional pressure relief devices.
Thermal treatment improves the excellent properties of UHPC. Recent studies have shown that an increase in compressive strength of more than 30 % is possible. However, the accurate conditions of thermal treatment for a maximal strength are considered as yet undetermined. A multitude of parameters can be varied: temperature, pressure, water saturation, and duration of the process steps. These parameters influence the phase development and in consequence the macroscopic properties of UHPC. The primary objective of the presented study was the optimisation of the conditions for thermal treatment, concerning compressive strength. It focuses on pre-storage time and duration of the treatment at defined temperatures and pressures (90 °C and 185 °C/1.1MPa).
As expected, experimental results showed a fundamental change of phase composition in hydrothermally treated UHPC in comparison to standard cured UHPC: Ettringite decomposes at higher temperatures and is absent after thermal treatment; the amount of portlandite and clinker phases decreases. The change of phase composition is accompanied by increased compressive strength.
Experimental studies of calcium-silicate-systems at hydrothermal conditions predict the formation of the crystalline C-S-H phase tobermorite. In fact, this is a typical phase occurring in other hydrothermally treated calcium-silicate-systems like Autoclaved Aerated Concrete (AAC). Commonly, high strength is attributed to the presence of tobermorite; however, in the presented study tobermorite was not detected in the hydrothermally treated UHPC. Therefore, tobermorite cannot be responsible for the increased strength of hydrothermally treated UHPC.
In conclusion the development of phases and strength of UHPC at hydrothermal conditions differs fundamentally from AAC and the experimental studies with water saturation. Results of these systems cannot be transferred to UHPC. In thermally treated UHPC, the hydration of clinker is enhanced and the puzzolanic reaction is intensified. Hence, more C-S-H is formed that fills pores and cracks, leading to a denser structure and finally to higher strength.
Die Mindestwanddicken der Tankkörper sind nach RID/ADR zu bestimmen. Zusätzlich sind die Tanks nach einer Norm oder nach einem von der zuständigen Behörde anerkannten technischen Regelwerk zu berechnen. Dabei ist der Tank unter Prüf- und Betriebsbelastungen auszulegen. Zusätzlich ist ein gefahrgutabhängiger Berechnungsdruck, der mit der Gefährlichkeit des Stoffes zunimmt, zu berücksichtigen.
Welded plate girders are used in heavy steel construction, industrial buildings and bride construction. Residual stresses are present in all plate structures. They are mainly caused by welding. In addition, they influence the load bearing capacity of these welded components. However, Eurocode (EC) does not provide any specific residual stress patterns for consideration of residual stress impact on load capacity. Hence, the decision for a particular problem has to be made by the designer. Many codes, including EC 3, permit the use of non-linear finite element analysis (FEA) for the design of structures. This contribution gives an overview on recent research topics: modeling, experimental measuring and evaluation of residual stresses as well as welding simulation tools and simplified methodologies for assessment of weld residual stresses.
Welded plate girders are used in heavy steel construction, industrial buildings and bride construction. Residual stresses are present in all plate structures. They are mainly caused by welding. In addition, they influence the load bearing capacity of these welded components. However, Eurocode (EC) does not provide any specific residual stress patterns for consideration of residual stress impact on load capacity. Hence, the decision for a particular problem has to be made by the designer. Many codes, including EC 3, permit the use of non-linear finite element analysis (FEA) for the design of structures. For that purpose, the contribution gives an overview on recent results derived from welded I-girders made from mild steel S355 and high-strength steel S690QL. Weld residual stresses have been investigated by X-ray diffraction (XRD) on small-scale specimen. In addition, residual stresses of welded component-like I-girders have been studied using the sectioning technique. The results confirmed the beneficial effect of certain edge preparation of the plates by flame cutting prior to welding. High-strength steels like the S690 can contribute to both: increased load capacity and decreased influence of weld residual stresses.
A combined finite element boundary element method has been developed to calculate the dynamic interaction of the railway track and the underlying soil. The track-soil results are coupled with a simple vehicle model to establish the force transfer function of the vehicle-track-soil system. Mitigation measures at the track, namely three different tracks with under-sleeper pads, are analysed. The un-sprung vehicle and heavy track masses on soft track elements yield a lower vehicle-tracksoil resonant frequency and a better reduction of the excitation forces at higher frequencies. If the effectiveness of the mitigation is measured as a vibration ratio between the isolated and an un-isolated reference track, the vehicle-track-soil resonance of the reference track has an important influence on the mitigation effectiveness. Therefore, different un-isolated reference tracks are analysed. It is shown how the frequency and amplitude of the vehicle-track resonance are influenced by the stiffness of the rail pads (strongest), the ballast (medium) and the soil (weakest). The reference track models have been compared with shaker tests on two railway tracks with strong resonances. The damage detection and repair control have become important tasks for ballast and slab tracks. Measurements which compare the damaged and the repaired status of the same track section at different times, or which compare a damaged and an intact track section at the same time, have been successfully performed at some sites in Germany and compared with the theoretical behaviour of intact and damaged tracks.
Long wooden floor beams above a ball room in an old historical palace have been analysed experimentally. The eleven beams are weakly coupled by three layers of floor boards. It has been investigated if the state (the stiffness) of the wooden beams can be determined by vibration measurements of global or preferably local modes. Hammer, heel-drop and ambient excitations have been used. The vibration modes of the structure show dominating local deformations if an impact excitation is applied. This is understood as the positive superposition of several modes which yield the maximum at the excitation point but a cancellation at more distant points. Natural modes have been estimated from these vibration modes by standard and special methods which were necessary for the high damping of the wooden floor. It has been found that all floor beams contribute to each natural mode even for a weak coupling of the beams. In addition to the modal discussion, the impact tests have also been analysed for the wave propagation and amplitude attenuation with distance. The coupling of floor beams has been studied theoretically by an analytic multiple-beam model where the coupling by translational or rotational springs and by a common support motion has been assumed.
Fahrbahnübergänge sind das bautechnisch-konstruktive Verbindungsglied von der Fahrbahn der freien Strecke auf Ingenieurbauwerke und anschließend wieder zurück auf die freie Strecke. Sowohl aus ökonomischen (Baukosten), ökologischen (Lärmschutz) als auch aus verkehrssicherheitstechnischen Gründen wurden in jüngster Zeit sogenannte flexible belagsähnliche Übergangskonstruktionen entwickelt. Der Beitrag benennt die materialtechnischen und konstruktiven Anforderungen als notwendige Grundlage für den Nachweis der Funktionsfähigkeit unter höchsten Verkehrsbeanspruchungen. Gleichzeitig werden neuartige material- und leistungsidentifizierende Kennwerte vorgestellt und deren Einfluss auf Funktionsfähigkeit und Dauerhaftigkeit diskutiert. Als versuchstechnische Grundlagen kommen durch die BAM entwickelte bzw. adaptierte Untersuchungsmethoden zur Anwendung. Die Interpretation der Untersuchungsergebnisse und deren Beitrag und Bedeutung für qualitätssichere europäische bzw. nationale Bauprodukte werden der Zielgruppe Verkehrsplanern, Straßenbaubehörden, Ausführenden und Nutzern erläutert. Schlussfolgerungen aus den veränderten baurechtlichen Rahmenbedingungen und Erfahrungen der BAM bei der europäischen Zulassung von Übergangskonstruktionen werden vorgestellt.
Welded plate girders are used in heavy steel construction, industrial buildings and bride construction. Residual stresses are present in all plate structures. They are mainly caused by welding. In addiiton, they influence the load bearing capacity of these welded components. However, Eurocode (EC) does not provide any specific residual stress patterns for consideration of residual stress impact on load capacity. Hence, the decision for a particular problem has to be made by the designer. Many codes, including EC 3, permit the use of non-linear finite element analysis (FEA) for the design of structures. Recent developments in the last years, enabled the use of computerized models instead of laboratory experiments. In this scope, the FE-model should include all relevant factors properly. This important if considering that weld residual stresses can be a critical assessment factor. In addition, measuring of residual stresses is difficult, time consuming and expensive, it is therefore common to use founded distribution functions (e.g. Swedish BSK 99). Welding simulation tools offer new possibilities for a realistic assessment of weld-induced stresses and deformations. However, the modeling and the computational effort for large structural components is still not in a practicable range and a simplified methodology is in needed. As a result, a new approach (suitable for capacity analysis) is presented and detailed in the present contribution.
In the last two decades automated ultrasonic inspection devices took over a lot of applications that prior have been carried out using manual inspection with the evaluation of A-scans only. In parallel phased array systems have been developed and brought to the market which offer detailed and fast control over the sound field. When applying automated inspection phased array systems for UT measurements imaging of the recorded data in combination with the probe positioning data is used for the evaluation of inspections. B-Scan, C-Scan and S-Scan images are typically used with this setup.
For more sophisticated applications with linear arrays echo tomography and syntethic aperture focusing technique (SAFT) are well known methods and often applied for high resolution image reconstruction. Since channel count of phased array systems is constantly rising, matrix arrays with up to 256 elements entered the market. Signal processing in the matrix domain became 3D. Since some years the Total Focusing Method (TFM) is an additional imaging tool for these type of application. It is based on the Full Matrix Capture (FMC) using the elements of phased array probes as separate transmitters and receivers.
In this contribution we discuss the common ground of SAFT and TFM as well as the differences between these imaging tools. The combined use of automated inspection, matrix arrays and signal processing for high resolution measurements is a challenging task where a very long parameter list has to be taken into account. Under which conditions which elements of the full matrix should be taken for the reconstruction for best results?
Based on examples taken from measured and simulated echo signals it will be shown how image resolution can be optimized in dependence of different parameters like the distance between transmitters and receivers and their directivity patterns, the depth of echo source and the specimen geometry.
Die regelmäßige Überprüfung von Eisenbahnradsatzwellen auf betriebsbedingte Schädigungen ist ein fester Bestandteil des Instandhaltungskonzeptes von Eisenbahnfahrzeugen. Insbesondere bei hohen Achslasten und hohen Rotationsgeschwindigkeiten ist eine detaillierte regelmäßige Prüfung notwendig. In den letzten Jahren wurden für diese Prüfaufgabe mechanisierte Ultraschallprüfsysteme entwickelt, erfolgreich eingeführt und etabliert. Für eine Weiterentwicklung dieser Technologie stehen die Themen Erhöhung der Auflösung, Reduzierung von Oberflächen- und Störeinflüssen, Verkürzung von Prüfzeiten, Verbesserung der POD, Verlängerung von Inspektionsintervallen, Vereinfachung der Auswertung und die Möglichkeit der Durchführung von Analyseprüfungen im Vordergrund. Es werden Ansätze und neue Konzepte zur Lösung dieser Herausforderungen vorgestellt.
Der einwandfreie Zustand der Radsätze von Schienenfahrzeugen ist von größter Bedeutung für den sicheren Betrieb. Die Radsatzwellen werden durch eine große Zahl von Lastwechseln individuell unterschiedlich beansprucht. Dabei spielen viele Einflüsse wie äußere statische und dynamische Lasten, innere Lasten aufgrund von Unwuchten und inneren Spannungen und Umweltbedingungen entscheidende Rollen. Eine regelmäßige Prüfung ist daher obligatorisch. BTD entwickelt im Rahmen eines MNPQ-Projektes in Kooperation mit der BAM eine Phased Array Technik zur automatisierten Prüfung von Radsatzwellen im eingebauten Zustand. Die schwierigen Ankoppelbedingungen aufgrund der begrenzten Zugänglichkeit, der komplexen Geometrie sowie Farbschichten und Schmutz auf der Radsatzwelle stellen hierbei große Herausforderungen dar. Zu deren Bewältigung werden neben optimierten Prüfköpfen, einer in die Wasservorlaufstrecke integrierten akustischen Linse und einer speziellen Ankoppeltechnik auch Signalverarbeitungsalgorithmen eingesetzt. Die Darstellung der Signalverarbeitung ist der Schwerpunkt dieses Beitrages. Mit Hilfe von Messdatensätzen präparierter Testwellen werden verschiedene Algorithmen erprobt und hinsichtlich der Stabilität, dem Verhalten bezüglich der Ankoppelschwankungen und veränderter Wellengeometrien und der Fähigkeit zur automatischen Unterscheidung von Fehler- und Formanzeigen bewertet. Letztlich wird die beste Lösung im entwickelten Prüfsystem eingesetzt.
Several fires involving ETIC (external thermal insulation composite) systems with polystyrene foam insulation in Germany led to an extensive discussion about fire safety of such systems. A collection initiated by the Frankfurt fire service of façade fires which include polystyrene insulation foam shows that especially fires which started in front of the buildings led to more severe fires of the façade than fires that started inside the buildings. In several fires the ignition source were burning waste containers. Three large scale tests which were initiated by German building ministries showed weaknesses of the existing systems when challenged by a bigger fire source in front of the façade. Since then measures have been introduced to enhance these systems and an additional test with a 200 kg wood crib in front of a large test rig has been used for approval of ETICS. However, the recently introduced German draft standard DIN E 4102-20 does not take these changes into account although real cases and the large scale tests showed that fire scenarios with a bigger ignition source as a waste container are not covered by the DIN E 4102-20. Numerical investigations show that regarding the heat flux to the area above the opening (e.g. a window) also only a fraction of real fires is covered. Additionally damaged systems have been investigated using the Single Burning Item (SBI) test with higher heat release rates of the burner. The damage significantly influenced the fire development of the specimen. Collapse of a damaged coating of an ETIC system occurred during the test and had a sudden fire growth as a result as the whole specimen was suddenly on fire. Several effects which could be seen in the intermediate scale tests correspond to observations which were made in the real cases. In Germany insulation of existing buildings is often enhanced with application of ETICS. In most cases the buildings are in use at the time when the construction takes place. At several stages of the construction process large amounts of unprotected polystyrene are stored in immediate proximity of the building and unprotected polystyrene can be in place on the façade for several weeks. As a consequence of the investigations challenges and possible measures to enhance fire safety of ETIC systems are discussed.
Fire safety of facades
(2016)
Fire safety of façades is a complex topic regarding the different façades systems which differ in build and as well in possible fire safety measures. A great variation of materials is used in façade systems which also have a wide spread variation of reaction-to-fire behaviour. As building regulations are national legislations the implementation of fire safety of façade systems in building regulations differs significantly in different countries. Therefore the testing and classification of façade systems differs as well hugely. Approaches to regulate the material only are as well in use as to concentrate mainly on large scale testing and several approaches in between. It was not possible yet to find a harmonized test for façades in Europe. However, in many countries severe fires with combustible façade systems brought the challenges of fire safety of façades to a greater awareness. An overview over different large scale test and implementation in building regulations shows the differences. Challenges in fire safety of façades regarding the testing, the weathering, aging and damage of the systems and the impact on fire safety are discussed.
Active thermography is well suited for the detection of delaminations and cracks in façade elements like plaster and tiles. Not only artificial heating but also solar heating can be used if the adjustment of the façade and the weather conditions are suitable. Optical methods like laser scanners, photogrammetric methods and crack tracking sensors are providing geometrical 3D data which can be used for a 3D mapping of thermograms and for providing data with higher geometrical resolution. Thus, by the combination and fusion of these data, a comprehensive mapping and monitoring of damages of façade systems is possible.
Accreditation of conformity assessment bodies (testing and calibration laboratories, inspection bodies, certification bodies for management systems, persons, products) confirms their competence. Accreditation contributes to international trade and globalisation by mutual recognition of certificates issued and can reduce multiple testing and certifications. It is a tool to avoid technical barriers to trade. The difference between the regulated and the voluntary areas of conformity assessment is explained. Reference is given to the international standards for conformity assessment (ISO/IEC 17000 series). Accreditation is the preferred means of the European Commission to become a notified body for certain EC Directives. Therefore the European Commission cooperates closely with the European cooperation for Accreditation EA and its national accreditation body members. The elements of the quality infrastructure and the role of BAM are explained. Practical examples and experiences of the BAM quality management system and the BAM certification body are reported. BAM is a Notified Body and offers services in special fields of the voluntary and the regulatory areas of conformity assessment. BAM has a long tradition in supporting German and European accreditation activities. BAM runs the secretariat of the Accreditation Advisory Board (AKB) for the national German accreditation body DAkkS and supports the German Ministry for Economic Affairs and Energy (BMWi) in this field. The BAM databases for Proficiency Test Providers EPTIS and for reference materials COMAR contribute to the accreditation worldwide. The advantages of accreditation are highlighted. The number s of accreditation bodies worldwide, the number of granted accreditations in Germany and an overview of some main fields of system certification and industrial branches are given.
Suction Bucket Jackets (SBJ) are found as a suitable alternative to driven piles for the support of jacket or tripod foundations for offshore wind energy converters. Offshore wind energy turbines are characterized by a small self weight and they can be subjected to different load combinations. The work presented here aims to show the numerical investigation on the behavior of suction bucket foundations under different kind of loads as well as load combinations. In order to do so, a suitable numerical model is much needed. The theoretical basis of the model lies on the Swansea formulation of Biots equations of dynamic poroelasticity combined with a constitutive model that reproduces key aspects of cyclic soil behavior in the frame of the theory of generalized plasticity. An adequate FE formulation, the representation of appropriate soil-structure interfaces and the computational efficiency are key aspects in order to successfully model such complex systems. The 3D numerical simulation allows a special insight into the fundamental behavior of the founding of Suction Bucket Jackets such as the evolution of the pore water pressure or the occurrence of the so called soil liquefaction.
Research and development of flame retarded polymeric materials generate a strong demand for bench-scale fire testing saving costs, time, and material. Hereby the good correlation to the fire tests mandatory for later products is the key challenge. Three examples are presented for tailored bench-scale fire test set-ups based on recent projects in my working group:
- STT MuFu+: A bench-scale set-up was designed to investigate intumescent coatings protecting steel. An electric oven was modified, so that the standard time temperature curve is applied to a 75 mm x 75 mm coated steel plate. The plate is tested in a vertical position the temperature increase is measured at its back. A high temperature endoscope is used for online observation of the intumescence. Perfect fire residues are produced ready for further investigation.
- Rapid Mass Calorimeter: A bench-scale set-up was designed to speed up cone calorimeter testing. Specimen size reduction and using a modified mass loss calorimeter deliver crucial reduction in time and material needed for screening materials. More than 70 different materials, polymers and flame retarded polymers, have been used to understand the meaning of the results and to check the correlation with cone calorimeter results.
- Bench-scale Cable Testing Module: A bench-scale set-up was designed to screen cables with respect to their performance in the large scale test (EN 50399). A module is proposed replacing the cone heater and balance in the cone calorimeter. Thus the whole set-up of the cone calorimeter is used determining the heat release by means of oxygen consumption, whereas the novel cable module become cheap and easy. A good correlation to EN 50399 was observed indicating the module being an excellent screening tool for the development of flame retardant cables.
The three examples show how close tailored bench-scale testing comes to simulate the performance in larger mandatory fire tests. Proper bench-scale approaches are used for reliable inexpensive assessment when screening novel materials and products.
Acknowledgements
Thanks go to Michael Morys, who has elaborated the STT MuFu+ in his PhD, and Sebastian Rabe, who has elaborated the Rapid Mass Calorimeter in his PhD. Thanks go to Corning Optical Communications (Emanuela Gallo and Waldemar Stöcklein) for the joint project developing the Bench-scale Cable Testing Module. Thanks go to Patrick Klack elaborating the cable module.
Rubbers are usually reinforced with a high content (> 40 phr) of carbon black (CB) and silica. In recent years several nanofillers have been proposed, including expanded graphite/graphene. Extremely low loading of nanoparticles can considerably improve the properties. In this contribution multilayer graphene (MLG) is investigated as efficient nanofiller for rubbers. MLG has a BET specific surface area of 250 m2/g. Compared to a single graphene sheet, the MLG used constitutes only approximately 10 graphene sheets.
When homogenously dispersed, it works at low loadings enabling the replacement of CB, increase in efficiency, or reduction in filler concentration. Actually the appropriate preparation yielded nanocomposites in which just 3 phr are sufficient to significantly improve the rheological, curing and mechanical properties of different rubbers, as shown for Chlorine-Isobutylene-Isoprene Rubber (CIIR), Nitrile-Butadiene Rubber (NBR), Natural Rubber (NR), and Styrene-Butadiene Rubber (SBR).
A mere 3 phr of MLG tripled the Young’s modulus of CIIR, an effect equivalent to 20 phr of carbon black. Similar equivalents are observed for MLG/CB mixtures. MLG reduces gas permeability, increases thermal and electrical conductivities, and retards fire behavior. The higher the nanofiller concentration is (3 phr, 5 phr, and 10 phr was investigated), the greater the improvement in the properties of the nanocomposites. Moreover, the MLG nanocomposites improve stability of mechanical properties against weathering. An increase in UV-absorption as well as a pronounced radical scavenging are proposed and were proved experimentally. To sum up, MLG is interesting as multifunctional nanofiller and seems to be quite ready for rubber development.
Die thermische Zersetzung von AIBN wurde in einem Projekt mit mehreren Teilnehmern untersucht. Hierbei wurde die selbstbeschleunigende Zersetzungstemperatur (SADT) sowohl experimentell als auch auf Grundlage von Simulationsrechnungen bestimmt. Die Besonderheit bei dem Feststoff AIBN ist, dass die Zersetzung sowohl in der festen, als auch in der flüssigen Phase nach dem Schmelzen stattfindet, was bei den durchgeführten Simulationsrechnungen berücksichtigt werden musste. Die berechneten SADT-Werte stimmen mit den experimentell bestimmten sehr gut überein.
Im Vortrag wird auf das aktuelle Regelwerk zur Herstellung von Gasgemischen, die sowohl entzündbare, inerte als auch oxidierende Komponenten enthalten können, eingegangen. Es werden Berechnungsmethoden zur Entzündbarkeit vorgestellt. Sicherheits- und Explosionsschutzmaßnahmen werden diskutiert diskutiert.
Ziel einer Dichtheitsprüfung ist es entweder, mit einem quantitativen Prüfverfahren integrale Leckageraten zu messen, oder mittels eines lokalisierenden Verfahrens den genauen Leckageort aufzuspüren.
In einigen Fällen kann das Betriebsmedium gleichzeitig das Prüfmedium sein, wenn geeignete Sensorik zu Verfügung steht. In anderen Fällen kann dies aus unterschiedlichen Gründen nicht möglich sein. Daher ersetzt man bei der Verwendung von Prüfgasverfahren das Betriebsmedium durch ein spezifisch nachweisbares Prüfgas.
Für die Interpretation eines quantitativen Messergebnisses ist es notwendig, die Ist-Leckagerate mit einer zuvor berechneten Grenzleckagerate (maximal zulässige Leckagerate) zu vergleichen. Entspricht das für die Dichtheitsprüfung verwendete Prüfgas nicht dem Betriebsmedium, so ist hierfür eine Umrechnung von Leckageraten notwendig.
Es wird ein Überblick über für die Dichtheitsprüfung gängige Prüfgase, deren Eigenschaften sowie Vor- und Nachteile gegeben. Die grundlegenden Prinzipien bei der Umrechnung von Leckageraten (Druckumrechnung; Temperaturumrechnung; Umrechnung der Gasart bzw. des Mediums) werden vorgestellt.
2015 Tianjin explosions
(2016)
In 2015 a series of explosions occurred at a container storage station at the Port of Tianjin, China, on Wednesday, 12 August 2015, that killed over one hundred people and injured hundreds of firemen and others. The first two explosions happened within 30 seconds of each other at the facility. The second explosion was larger and involved the detonation of about 800 tons of ammonium nitrate. The cause of the explosions was not known at first, but an investigation of the Chinese authorities concluded in February 2016 that an overheated container of dry nitrocellulose was the cause of the initial explosion. Colleagues of the Nanjing University of Science and Technology and BAM worked together to analyze the reasons and the process of that incident based on knowledge about the properties of the involved substances, particularly ammonium nitrate and nitrocellulose, and potential mechanism of initiation and propagation.
Ausgehend von der in der TRAS 410 beschriebenen Notwendigkeit zur Veranlassung besonderer Maßnahmen beim Umgang mit deflagrations- und/oder detonationsfähigen Stoffen werden die Explosionsmechanismen für Stoffe in kondensiertem Zustand beschrieben. Reaktive organische Stoffe sind u. a. anhand ihrer Struktur insbesondere bei Vorhandensein bestimmter funktioneller Gruppen identifizierbar. Durch eine Reihe von international eingeführten Prüfmethoden lassen sich solche Stoffe z. B. hinsichtlich ihrer mehr oder weniger ausgeprägten explosiven Eigenschaften charakterisieren. Anhand konkreter Beispiele werden die Prüfergebnisse erläutert und die Stoffe aufgrund ihrer Eigenschaften klassifiziert. Maßnahmen zur Vermeidung kritischer Zustände bei der Herstellung und Lagerung sowie beim Transport gefährlicher Stoffe werden auch am Beispiel von Unfällen erläutert.
This paper deals with the assessment of track deterioration using a train-track interaction model. While modelling a train-track system a balance has to be found between the complexity and effort of the model on the one side and the needs for the assessment. The choice of assessment criteria are decisive for the given task. For an optimization of the track and its components simple assessment criteria are needed to allow for a variation of parameters. The paper describes the generalized process for track assessment and optimization and gives examples for specific members.
This paper presents a three dimensional numerical model which is can be used to investigate the effects on the track and in its vicinity due to a train passage. The numerical model for train track interaction is based on a time domain dynamic finite element model. Due to the unbounded nature of the soil the truncated boundary of the finite element domain is modelled with the scaled boundary finite element method, which is a semi-analytical approach. The application for a heterogeneous track along the track line is exemplified by a track with a bridge structure, where close attention is paid to the wheel-rail contact force. The results indicate that the wheel-rail contact force is not symmetrical around the bridge structure and an optimisation in terms of a backfilling area and under-sleeper-pads can improve such a transition.
Im Vortrag werden aktuelle Entwicklungen auf dem Gebiet der Prüfung und Bewertung reaktiver Brandschutzsysteme auf filigranen Stahlzuggliedern vorgestellt. Die Erkenntnisse eines kürzlich an der BAM abgeschlossenen Forschungsprojektes werden präsentiert und Prüfempfehlungen vorgeschlagen. Darüber hinaus werden zu diesem Thema die Entwicklungen der nationalen und internationalen Normung erläutert und diskutiert.
Herkömmliche Röntgenprüfanlagen für die Kontrolle von Luftfracht liefern unter bestimmten Bedingungen keine aussagekräftigen Ergebnisse. Hier wird ein mehrstufiger Detektionsprozess unter Verwendung von Hochenergieradiographie und laminographischen Verfahren vorgestellt, mit dem die Fehlalarmrate gesenkt und manuelle Nachkontrollen vermieden werden können.
Modern flame retardant polymeric materials often stand for multicomponent systems consisting of different ingredients. Using a variety of flame retardants, fillers, additives, synergists and adjuvants as well as applying different concentrations, particle size distributions, encapsulation, and so forth lead to a vast multidimensional matrix of possible formulations. Actual, comprehensive elucidations are no longer possible due to time, material and cost limitations. The task is dying for accelerated procedures, for high-throughput methods. Therefore we developed the Rapid Mass Calorimeter based on a Mass Loss Calorimeter with attached thermopile chimney and a linear motion unit for semi-automatic sample change. Together with the reduction in specimen size (2 cm x 2 cm), a saving of time around 70% and a saving of material of 96% is achieved not considering the strongly reduced calibration and maintenance efforts required for the Mass Loss Calorimeter. The correlations between the results of the Rapid Mass Calorimeter and the Cone Calorimeter as well as to the Oxygen Index and UL94 classification are described; the effects such as when reducing the specimen size are discussed.
Dripping and melt flow of the pyrolysing polymer melt can be both a benefit and a detriment during a fire. Well-adjusted melt flow and dripping are regularly beneficial to pass small-scale fire tests. Flame retardants often significantly change the melt viscosity of polymeric materials. The influence of certain flame retardants on the dripping behaviour of four commercial polymers is analysed based on experimental monitoring of the mass loss due to dripping, drop size and drop temperature as a function of the furnace temperature applied to a rod-shaped specimen. Investigating the thermal transition, thermal and thermo-oxidative decomposition, as well as the viscosity of the polymer and collected drops accomplish the work and connects dripping and melt flow with physical and chemical processes. Various flame retardant mechanisms affect the dripping behaviour in the UL 94 test. A changed viscosity and reduction in decomposition temperature also play a major role.
Multilayer Graphene (MLG), a nanoparticle with a specific surface of BET = 250 m2/g and thus made of only approximately 10 graphene sheets, is proposed as a nanofiller for rubbers. When homogenously dispersed, it works at low loadings enabling the replacement of carbon black (CB), increase in efficiency, or reduction in filler concentration. Actually the appropriate preparation yielded nanocomposites in which just 3 phr are sufficient to significantly improve the rheological, curing and mechanical properties of different rubbers, as shown for Chlorine-Isobutylene-Isoprene Rubber (CIIR), Nitrile-Butadiene Rubber (NBR), Natural Rubber (NR), and Styrene-Butadiene Rubber (SBR). A mere 3 phr of MLG tripled the Young’s modulus of CIIR, an effect equivalent to 20 phr of carbon black. Similar equivalents are observed for MLG/CB mixtures. MLG reduces gas permeability, increases thermal and electrical conductivities, and retards fire behavior. The later shown by the reduction in heat release rate in the cone calorimeter. The higher the nanofiller concentration is (3 phr, 5 phr, and 10 phr was investigated), the greater the improvement in the properties of the nanocomposites. Moreover, the MLG nanocomposites improve stability of mechanical properties against weathering. An increase in UV-absorption as well as a pronounced radical scavenging are proposed and were proved experimentally. To sum up, MLG is interesting as a multifunctional nanofiller and seems to be quite ready for rubber development.
Intermediate-scale testing is indispensable when investigating the fire resistance under simultaneous compressive load of components made of glass- and carbon-fibre-reinforced composites (GFRP and CFRP). BAM is successfully operating an intermediate-scale test stand, developed for a specimen size of 500 mm x 500 mm (1000 mm). The fire resistance in terms of fire stability of CFRP and GFRP sandwiches are investigated, e.g. at 20 % of their compressive failure load at room temperature. Times to failure increase by up to a factor of 4 due to intumescent coatings. For GFRP sandwiches, different core structures with and without additional flame retardants show an astonishing impact on time to failure. CFRP shell structures are investigated on the intermediate scale with and without stringer reinforcements, resulting in completely different mechanical failure behaviour in the ultimate load test as opposed to the fire resistance test. The stringers become the only load-carrying part, while the shell acts as a protective layer. Thus the design exploiting this self-protection potential, i.e. the residue of the front skin protecting the load-bearing structure, is highlighted as a most promising route to enhance the fire resistance of lightweight materials.
Ceramic tapes with different chemical compositions were produced by tape casting technology. Unlike the traditional solvent-based slurries, we have used eco-friendly water based formulations. These thin coatings were afterwards used as top layer on 6-layered carbon fibre epoxy composites as intended fire protective coatings. Tape C, containing cellulose fibres, has demonstrated to be the most effective coating regarding the fire reaction behaviour. These coatings are attractive in the sense that: Their composition can be more or less tailored, there are easily impregnated with epoxy resin, and they are extremely flexible, and can therefore be used in a wide range of applications.
Für die Beförderung von beschädigten oder defekten Lithiumbatterien gilt es besondere Vorschriften nach den Gefahrgutvorschriften zu beachten. Dabei ist zu unterscheiden, ob von diesen beschädigten oder defekten Lithiumbatterien während der Beförderung eine gefährliche Reaktion zu erwarten ist oder nicht. Für die Beförderung von beschädigten oder defekten Lithiumbatterien, die während der Beförderung eine gefährliche Reaktion zeigen könnten, ist die Beförderung nur aufgrund einer Genehmigung durch die zuständige Behörde möglich, was in Deutschland die BAM ist
Am 12. August 2015 kam es in einem Containerlager im Hafen von Tianjin (China) zu einer Serie von Explosionen wobei über 100 Menschen getötet und hunderte Feuerwehrleute und andere verletzt wurden. Die ersten beiden Explosionen ereigneten sich innerhalb von 30 Sekunden. Die zweite Explosion war wesentlich heftiger und beruhte u. a. auf der detonativen Umsetzung von ca. 800 Tonnen Ammoniumnitrat. Zunächst war die Ursache der Explosionen nicht bekannt. Nach einem Untersuchungsbericht der chinesischen Behörden (Februar 2016) war die Ursache eine Überhitzung eines Containers mit Nitrocellulose-Produkten.
Zusammen mit Kollegen von der Nanjing University of Science and Technology arbeiteten Kollegen der Abteilung 2 an der Analyse der Gründe für die Explosionen und deren Verlauf basierend auf den Kenntnissen und Erfahrungen bezüglich der Eigenschaften der involvierten Stoffe, insbesondere Ammoniumnitrat und Nitrocellulose, sowie der potentiellen Mechanismen für die Auslösung und Weiterleitung.
Die Konzepte zur Bestimmung der SADT für verschiedene Transportgebindegrößen werden an drei Beispielen aus der Praxis erläutert. Insbesondere wird auf die Problematik der Bestimmung der SADT für große Tranportgebinde eingegangen. Verschiedene Simulationsmethoden für die Berechnung der SADT werden vorgestellt.
Der Vortrag stellt die neu gefassten technischen Regeln für Gase vor.
Die TRGS 407 "Tätigkeiten mit Gasen – Gefährdungsbeurteilung" wurde vor allem um spezifische Anforderungen in Bezug auf Acetylen ergänzt. In der TRBS 3145/TRGS 745 "Ortsbewegliche Druckgasbehälter – Füllen, Bereithalten, innerbetriebliche Beförderung, Entleeren" wurde insbesondere die Aufstellung von Gasflaschen präzisiert und ergänzt. Die Neufassungen dieser beiden technischen Regeln sind bereits veröffentlicht.
In die TRBS 3146/TRGS 746 "Ortsfeste Druckanlagen für Gase" wurden die bisher noch nicht berücksichtigten Anforderungen zu Füllanlagen und zu Flüssiggas aufgenommen. Diese technische Regel ist bereits verabschiedet, lediglich ihre Veröffentlichung steht noch aus.
Extremprüfung an Pipelinerohren zur dauerhaften Gewährleistung der Sicherheit an Gasfernleitungen: An mehreren Pipelinerohren mit unterschiedlichen Dimensionen (Länge zwischen 8 und 36 m, Außendurchmesser von 400 bis 920 mm) und Wandstärken von 21 bis 38 mm wurden Versuche durchgeführt, bei denen unter Druck Risse in der Wandung durch geeignete Schneidladungen initiiert wurden. Diese Risse breiten sich aufgrund der in den Rohren in Form von Gasdruck gespeicherten Energie aus. In Abhängigkeit von den Materialeigenschaften der Pipelinerohre sowie den Prüfbedingungen von Druck (175 bis 300 bar) und Pipelinetemperatur (Umgebungstemperatur bis -30 °C) wurden die Rissgeschwindigkeiten und –längen bestimmt. Im Anschluss an die Versuche wurden die Rissstücke herausgetrennt, damit weitergehende Materialuntersuchungen (Scherfläche, Gefügestruktur etc.) durchgeführt werden können. Verschiedene Prüfmethoden wie z. B. Battelle Drop Weight Tear Test (BDTWW) oder Charpy Vee-Notched (CVN) liefern zum Teil stark voneinander abweichende Ergebnisse, so dass diese Untersuchungen in Anlehnung an einen West-Jefferson-Tests (WJT) durchgeführt wurden.
The presentation gives an overview about the testing of packagings according to the UN-Recommendations. After an introduction of the worldwide recommendations and the European regulations some packaging tests are presented. Examples of the current work of the UN Subcommittee on packaging testing and some on going research on packaging tests are presented.
During the past 20 years, innovative developments in concrete technology have enabled the production of ultra-high performance fibre reinforced concretes (UHPFC) for the protection and preservation of concrete structures. The main characteristics of UHPFC comprise high compressive and flexural strength as well as high ductility compared to normal strength, normal weight concrete (NSC). This paper focuses on the analysis of crack formation and crack propagation in UHPFC under tensile loading under quasistatic conditions by using acoustic emission (AE) and optical deformation analysis (ODA).
AE is a non-destructive technique to monitor the development of micro structural damage processes caused by external forces. In this context, AE allows for a continuous monitoring of changes in the microstructure (cracks) over time and the corresponding localisation by appropriate algorithms. The AE measurements were performed along with ODA at the surface of the samples in order to analyse the deformation behaviour of the samples and the crack propagation.
For the tests, a UHPFC reference mixture was developed and tested with three different volume percentages of steel fibres (1.0 V.-%, 2.0 V.-%, and 3.0 V.-%). This paper shows that the application of AE is a suitable method to analyse the crack propagation in UHPFC specimens under tensile loading and to localise the crack initiation. Furthermore, insights into the failure mechanism of the fibres are offered by the analysis of the signals of the AE measurements, which allows for a better understanding of UHPFC and its general performance.
Thermo-mechanical and spalling behavior of normal weight and lightweight geopolymer concretes
(2016)
The mechanical and microstructural properties of two geopolymer concretes, produced with either quartz aggregate or expanded clay aggregate, were assessed before, during and after high-temperature exposure up to 750 °C in order to better understand the engineering properties of the material. SEM investigations were also undertaken to better understand the observed changes in the mechanical properties. It was found that dehydration of capillary water caused micro-cracking and strength losses at temperatures ≤ 300 °C. At higher temperatures (T ≥ 500 °C) sintering promoted strength increases, leading significant strength advantages over conventional concretes. Stress-mechanical strain curves, which are the basis of the fire design of concrete structures, were determined. In addition, the two geopolymer concretes where exposed to the ISO 834-1 standard fire curve in a small-scale spalling test set-up. Acoustic emission measurements during, and acoustic measurements and optical microscopy after heat exposure were employed to investigate crack formation during the tests. Both concretes did not spall, which is attributed to their comparatively high permeability and their low amount of chemically bound water. Significant crack formation was detected only around the temperature of the α–β quartz transition (573 °C) and on cooling. Because of aggregate deformations at the quartz transition temperature, deterioration after heating was more significant in the geopolymer concrete with quartz aggregates. Crack formation occurred also in the concrete with expanded clay aggregates, presumably caused by shrinkage of the geopolymer paste on cooling.
In recent years the German highway network has seen an increase in the occurrence of damage in concrete road surfaces which can be attributed to the alkali-silica reaction (ASR). In view of the often drastic reduction in life expectancy experienced by concrete pavements due to ASR, research activity in this field has notably increased. Until now the main research focus has been, alongside preventative measures in concrete technology, the development of performance-oriented testing procedures for ASR prevention. This included more specifically the accelerated simulation of climatic effects and external alkali supply on concrete pavements. The effects of pre-damage from the additionally interacting cyclic traffic loading had previously not been taken into consideration.
Since 2011, a five-partner research group from the German Research Foundation has been pursuing research on the effects of simultaneous cyclic loading and external alkali supply on the destructive ASR in concrete pavements. The depiction of the myriad degradation and transport processes necessary for an understanding of these effects requires a close interaction between experiments and their multi-scale modelling. This contribution aims to focus on the aforementioned experiments by means of innovative testing techniques. The research is founded on a series of cyclic fatigue tests performed on large-format beams, both with and without previous application of a NaCl solution, with simultaneous tracking of crack development. Thereafter, smaller test specimens were extracted from the pre-damaged beams for further experiments. These included the spatial visualization and quantification of fatigue-induced cracks with X-ray 3D-computed tomography. Additionally, the effects of fatigue-induced cracks on moisture and alkali transport were investigated using 3D-CT and Laser-Induced Breakdown Spectroscopy (LIBS). Subsequent storage of the small-format test specimens, with and without cyclic pre-damage, in an ASR-conducive environment was then able to shed light on the influence of fatigue-induced pre-damage on the ASR.
Im Bauwesen werden Polymerbeschichtungen häufig eingesetzt um einerseits ein bestimmtes Aussehens zu schaffen oder andererseits das Bauteil vor Alterung, Verschleiß oder Schädigung zu schützen. Bei praktisch allen Arbeitszielen ist deren Wirkung von der eigens dafür definierten Schichtdicke der Polymerbeschichtung abhängig. Daher wird die Dicke der Beschichtung nach erfolgtem Schichtauftrag überprüft. Für den in diesem Zusammenhang anspruchsvollen mineralischen Untergrund Beton stehen bislang allerdings nur zerstörende Prüfverfahren zur Verfügung. Aus diesem Grund soll im Rahmen des Projektes in Kollaboration mit der IBOS GmbH ein auf aktiver Thermografie basierendes Verfahren sowie ein Gerät für den vor-Ort-Einsatz entwickelt werden, mit dessen Hilfe eine zerstörungsfreie Schichtdickenbestimmung möglich ist.
Der Vortrag gibt einen kurzen Überblick über die Schichtdickenbestimmung mit Hilfe aktiver Thermografie und erläutert die speziellen Herausforderungen an die Thermografie für die in diesem Projekt zu charakterisierenden Polymerwerkstoffe. Zudem wird auf die Anforderungen an die zu entwickelnde Methode, den aktuellen Stand der Entwicklung sowie auf erste Ergebnisse des Projektes eingegangen.
Die Solarindustrie bietet Nickellegierungen breite Anwendungsfelder.
Aufgrund ihrer hohen insbesondere Lochkorrosionsbeständigkeit sind sie für Wärmeübertrager, Rohrleitungen und Tanks für Salzschmelzen, Kamine usw. geeignete Konstruktionswerkstoffe.
Erfahrungen aus dem Kraftwerksbetrieb sind für bestimmte Bereiche (Wasserdampf, Heißluft) nutzbar. Neu entwickelte Wärmeträgersubstanzen stellen die neue Herausforderung für die Konstruktionswerkstoffe dar. Al-haltige Ni-Legierungen zeigen derzeit ein großes Potential für diese Anwendungsfelder.
So far, only destructive measurement techniques are available for thickness determination of polymer based surface protection systems for concrete surfaces. Pulse thermography appears to be well suited for non-destructive thickness evaluation in these systems. Here, we present first results of the development of a respective measurement and analysis procedure. Since surface protection systems consist of a number of layers, a model for the calculation of the surface temperature of a multi-layer structure on an infinite (concrete) substrate in pulse thermography setup was developed. It considers semitransparency of the upmost layer and thermal losses at the surface. It also supports the use of an arbitrary temporal shape of the heating pulse to properly describe the measurement conditions for different heat sources. First experimental results regarding the verification of the model are presented.
Funding by the Federal Ministry for Economic Affairs and Energy is gratefully acknowledged.
Since geothermal wells are a feasible energy source to replace fossil fuel supply, many technologies have been developed to take advantage of geothermal energy. Nevertheless, service conditions in geothermal facilities are due to the chemical composition of hydrothermal fluids and temperatures, in many cases, extreme in terms of corrosion. Therefore, materials selection based on preliminary material qualification is essential to guarantee a secure and reliable operation of the facilities.
This contribution deals with the evaluation of the corrosion behavior of duplex steel S31803 (318LN, X2CrNiMoN22-5-3, 1.4462) conducted by electrochemical measurements and exposure tests in artificial geothermal waters simulating the conditions in different locations with geothermal potential in Germany.
The duplex steel S31803 shows limited suitability for applications in artificial geothermal waters due to its susceptibility to pitting and crevice corrosion.
For low saline geothermal waters it can be considered suitable at moderate temperatures. Slight crevice corrosion susceptibility needs to be considered.
Results are being incorporated into a materials catalogue for geothermal applications which shall provide basic information for designers and users of geothermal facilities.
This article addresses the imperfections in high-strength steel I-shape sections caused by weld assembly. Load influencing imperfections are assumed mainly as deviations from the ideal shape (e.g. bending distortion) and longitudinal residual stresses. The quality of a numerically aided design of components exposed to either compression and/or bending is significantly dependent on those parameters. In this scope, major gaps in knowledge are still present. Eurocode (EC) is providing robust simplified models that date back to the 1960's and 70's. As a result, the ultimate limit state (ULS) is approached on a quite conservative basis. The investigations are presented in this article are aimed to give further guidance on these values in component-like specimens in the context of Eurocode.
Sortierrückstände, Faserreststoffe und Schlämme aus der Altpapieraufbereitung und dem Deinking werden gegenwärtig entweder deponiert oder einer energetischen Verwertung zugeführt. Es gibt Bemühungen, die Reststoffe kontrolliert bei Temperaturen zwischen 700 °C und 800 °C zu calcinieren, um dadurch direkt einen metakaolinhaltigen puzzolanisch wirkenden Zementbestandteil oder Beton-zusatzstoff herzustellen. Üblicherweise erfolgt die Verbrennung der Papier-reststoffe aber beim Papierrecycler bzw. –hersteller in dezentralen Heizkraftwerken, in denen mittels Kraft-Wärme-Kopplung Strom, Wärme und Dampf erzeugt werden. Der auf die Strom- und Wärmeerzeugung optimierte Prozess verläuft bei Temperaturen von 950°C bis 1000 °C. Dabei bilden sich aus dem amorphen Metakaolin bereits wieder inerte Verbindungen. Pro Tonne verbranntem Papierrest-stoff fallen etwa 240 kg Papierasche (PA) in Form einer Mischung aus Kessel- und Elektrofilteraschen an. Die Papierasche wird etwa zu 16 % in der Ziegel-herstellung und zu 52 % in der Rohmehlproduktion der Zementindustrie kostenpflichtig entsorgt. Mit 26 % werden große Anteile der Papierasche deponiert. Mit den Zielen der Anhebung der Verwertungsquote der Papierasche, der Re-duzierung der Entsorgungskosten und einer qualitativ höherwertigen Verwendung der Asche unter Ausnutzung ihrer spezifischen Eigenschaften, stehen Papieraschen im Mittelpunkt verschiedener Forschungsarbeiten.
Die in den Untersuchungen verwendete Papierasche liegt als feinkörniges Material in einem breiten Kornband mit Partikelgrößen zwischen 0,5 µm und 100 µm vor. In Abhängigkeit von der Materialcharge beträgt die Feststoffdichte der Asche 2,63-2,67 g/cm³ und ihre spezifische Oberfläche liegt bei 2,6-5,0 m²/g. Die Papierasche kommt mit den Anteilen der Hauptoxide von 49-59 M.-% CaO, 22-28 M.-% SiO2 und 13-14 M.-% Al2O3 der Zusammensetzung eines Portlandzements nahe, sie ist jedoch etwas kalkärmer und tonerdereicher. In Abhängigkeit von der Herstellungs- und Lagerungshistorie enthält sie zwischen 3 M.-% und 15 M.-% Freikalk (CaO). Mittels Röntgenbeugungsanalyse werden Calcit (CaCO3), Gehlenit (Ca2Al(AlSi)O7), Portlandit (Ca(OH)2) und Belit (Ca2SiO4), Quarz (SiO2) und Talk Mg3Si4O10(OH)2 als Hauptmineralphasen der Papierasche identifiziert. In einigen PA-Chargen werden zusätzlich Freikalk (CaO), Tricalciumaluminat (Ca3Al2O6) und geringe amorphe Anteile gefunden. Aufgrund dieser Eigenschaften werden von der Papierasche auch hydraulische Eigenschaften erwartet, die eine Verwendung als Bindemittel allein oder Bindemittelkomponente im Gemisch mit Portlandzement oder anderen Zusatzstoffen nahe legen.
Erste Untersuchungen an der Papierasche dienten der mineralogischen, chemischen, umweltanalytischen und betontechnologischen Charakterisierung der Papierasche, von Zement-PA- und Flugasche-PA-Gemischen sowie der PA als Bodenverfestigungsmittel. Eine umfangreiche Studie befasste sich mit dem Einsatz von Papierasche als Bindemittel. Untersucht wurde die Mineralphasen- und Festigkeitsentwicklung nach einer Aktivierung mit Wasser oder 2 mol/l NaOH- bzw. KOH-Lösungen.
In einer Arbeit zur Herstellung eines zementfreien reststoffbasierten Bindemittels wurde unter anderem die CaO-reiche Papierasche als Ausgangsmaterial ausgewählt. Durch eine hydrothermale Behandlung von PA-Wasser-Gemischen mit anschließender Calcinierung wird die Asche hydraulischen aktiviert. Dabei bildet sich als Zwischenprodukt Calciumsilcathydrat (CSH), das durch die nachfolgende Calcinierung zu hydraulisch aktivem Belit dehydratisiert.
In einem anderen Anwendungspfad dient die Papierasche als alleiniger Ausgangsstoff oder als Kalklieferant im Gemisch Papierasche/Mauerwerkbruch zur Herstellung leichter Granulate mit Rohdichten von 1,5-2,0 g/cm³. Dabei erfolgt nach einer Granulierung des Ausgangsmehls eine Erhärtung in einem Autoklav bei 200 °C und 1,6 MPa in gesättigter Wasserdampfatmosphäre. Während des hydrothermalen Prozesses bilden sich CSH-Phasen, die die beim Granulieren vorgeprägte Mikrostruktur der Granulate weiter beeinflussen. Neben der Verwendung als leichte Gesteinskörnung wird auch eine Anwendung als Speicher-medium, Filtermaterial oder Adsorptions- bzw. Puffermittel getestet.
Im Vortrag werden die wesentlichen Ergebnisse der Forschungsarbeiten vorgestellt und die Einsatzmöglichkeiten der Papierasche als Baustoff im Hinblick auf ihre technologische und nachhaltigkeitsbezogene Eignung bewertet.
The Berlin Main Station was built between 2000 and 2006. At the occasion of the 10th anniversary after the Berlin Main Station was officially opened to train traffic, a view back on eight years of monitoring was given. For the period of the construction with different load cases, the monitoring system was required by the Railway Authorities (Eisenbahnbundesam, EBA) to survey differential vertical displacements between neighbouring supports of the glas roof and the partially prestressed middle bridges. 128 sensors were installed.The data was published in the Internet with access restricted to the BAM scientists and the owner of the station, the German Railways DB AG.