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Eingeladener Vortrag
- nein (996)
The ground vibrations, which are generated by trains on different slab tracks, have been calculated by finite-element boundary-element models. The slab track is modelled in detail by the finite element method.
The infinite soil is modelled by the boundary element method as a homogeneous half-space. The track-soil system is coupled with a simple rigid mass model of the vehicle so that the vehicle-track interaction is completely included. Transfer functions are calculated in frequency domain without and with vehicle-track interaction, the compliance of the track and the mobilities of the soil at different distances from the track.
Finally, the ratios between the ground vibration amplitudes with and without mitigation measure are calculated to quantify the effectiveness of the mitigation measure.
Tracks with under sleeper pads have been investigated in a parameter study. The main parameter that influences the reduction of ground vibration is the stiffness of the under sleeper pad. The softest sleeper pad yields the best reduction of the ground vibration.
The influence of other parameters has been examined. The stiffness of the rail pads, the stiffness of the slab material, the stiffness of the sleeper material, and the distance of the sleepers. All these parameters show no or only a minor influence on the mitigation effect.
As the standard isolated track, a track with an under sleeper pad of a stiffness of kS = 5 107 N/m has been chosen, which can also be expressed as a stiffness per area of kS ’’ = 3.7 107 N/m3 = 0.037 N/mm3.
The resonance frequency for this pad stiffness is observed between 32 and 40 Hz. The reduction of the ground vibration is about vi,I /vi,U = 0.1 at 100 Hz.
Für die vom Bundesumweltministerium vorgesehene Mantelverordnung sind validierte Unter-suchungsmethoden erforderlich. Dazu gehört auch die Herstellung von wässrigen Eluaten, z.B. zur Beurteilung der Mobilität von Schadstoffen und der Ableitung von Grenzwerten.
Ziel des Vorhabens war es, auf der Grundlage geeigneter Testmaterialien (mit prioritären organischen Schadstoffen kontaminierte Böden und Bodenmaterialien) Ringversuche zur Validierung des Schüttelverfahrens nach E DIN 19527 und des Säulenverfahrens für die Übereinstimmungs-untersuchung nach DIN 19528 durchzuführen. Auf der Grundlage der Untersuchungsergebnisse sollten beide Normen bezüglich der Vorgehensweise präzisiert werden und es sollten die während des Ringversuchs ermittelten Verfahrenskenndatenn zur Validierung der Normen herangezogen werden. Darüber hinaus sollten Säulen- und Schüttelverfahren als Übereinstimmungstest vergleichend bewertet werden.
Es wurden vier geeignete Ringversuchsmaterialien hergestellt und an insgesamt 18 Ringversuchsteilnehmer ausgegeben. Die Auswertung der Ringversuche erfolgte auf der Grundlage klassischer Statistik nach DIN ISO 5725 mit Hilfe der AuswertesoftwareProLab 2011 (quo data).
Auf der Grundlage der Validierungsringversuche wurden die Verfahrenskenndaten für die Norm DIN 19527 ermittelt. Die statistische Auswertung der eingereichten Datensätze war aufgrund der großen Streubreite der Daten schwierig. Die vorgeschriebenen statistischen Methoden zur Datenauswertung adressieren die Behandlung nicht gleichverteilter Datensätze nur ungenügend. Das muss bei der Bewertung der Ergebnisse und deren Zuverlässigkeit berücksichtigt werden.
Generell kann festgestellt werden, dass keine signifikanten Unterschiede zwischen den Ergebnissen der Schüttel- und Säulenelution beobachtet werden. Dabei werden beim Schüttelverfahren tendenziell etwas geringere Gesamtmittelwerte erzielt als beim Säulenverfahren, die berechneten Vergleichsvariationskoeffizienten sind für das Schüttelverfahren meist etwas niedriger. Dennoch erweisen sich beide Elutionsverfahren bei den eingesetzten Ringversuchsmaterialien als gut vergleichbar.
Downsizing (power-to-weight ratio) and higher speeds lead to a rise in Hertzian contact pressures in combination with an increase in surface or oil temperatures. Under such conditions, commonly used bearing steels, such as 100Cr6, reach their limits, creating a demand for alternative slip-rolling resistant steel alloys. The present work therefore compares the slip-rolling performance of various steel types with Maraging- and PM-type steel alloys such as e.g. CSS-42L™, ASP2012, BIMAX42+, in the Hertzian contact pressure range up to P0max of 4 GPa. Through-hardened 100Cr6H (AISI 52100), case-hardened 20MnCr5 (AISI 5120H) and nitrogen alloyed Croni-dur30 (AMS 5898) still compete in terms of slip-rolling and wear resistance and load carrying capacity, whereas Maraging- and PM-type steel alloys offer superior strength and toughness properties.
Für eine detaillierte Analyse der Gefüge- und Porenstruktur weitgestufter Erdstoffe ist es notwendig, diese dreidimensional (3D) zu visualisieren und ihre Kenngrößen zu ermitteln. Dazu wurde an der BAM eine Präparationsmethode entwickelt, die es ermöglicht die Porenstruktur von Probenkörpern aus suffosiven Erdstoffen und definierten Korngrößenverteilungen über CT-Aufnahmen abzubilden. Über eine eigens dafür, in Zusammenarbeit mit dem Zuse-Institut Berlin (ZIB), entwickelte Bildanalysemethode wurden die Strukturdaten visualisiert. Aus dem Bilddatensatz konnte bereits in der Rückwärtsrechnung eine Kornverteilungslinie zur Validierung generiert und mit experimentell ermittelten Sieblinien verglichen werden. Des Weiteren wurden in Säulenexperimenten Kornumlagerungsprozesse unter der Verwendung von CT-Aufnahmen beobachtet.
Als eine weitere Möglichkeit zur Beschreibung von Gefüge- und Porenstrukturen wurden Kugelpackungen modelliert und deren Strukturdaten ermittelt. Mit einem an der HTWK entwickelten stochastisch-heuristischen Algorithmus lassen sich wirklichkeitsnahe 3D-Gefügemodelle aus kugelförmigen Feststoffpartikeln generieren. Die Kornverteilung ist dabei wählbar. Für die erstellten Gefügemodelle kann der vollständige Porengraph einschließlich der Porengrößen und Engstellen ermittelt und ausgelesen werden.
Ein an der BAM entwickelter und durch die BUW erweiterter Säulenversuch unter Verwendung systematisch veränderter Korngemische von natürlichen Gesteinskörnungen und Glaskugeln ergab weitere Aufschlüsse über die strukturbildenden Fraktionen des Korngerüstes.
Die Perkolationstheorie ist eine moderne wahrscheinlichkeitstheoretische Methode, um Fluss- und Transportvorgänge innerhalb poröser Medien zu simulieren. Über Porennetzwerkmodelle werden die komplexen Fließwege in der Porenstruktur vereinfacht abgebildet. An der BUW wurde ein 3D-Bond-Perkolationsmodell auf einem simplen kubischen Gitter realisiert, in dem die Gitterknoten die Poren und die Gitterstäbe die Porenengstellen repräsentieren. Lokale und globale Strukturveränderungen infolge Partikeltransports werden über die Analyse von Porenräumen beschrieben. Mit diesem Perkolationsmodell können Aussagen zur lokalen und globalen Strukturveränderung durch Partikeltransport in definierten Bodenvolumen abgeleitet werden. Die hergeleiteten Zusammenhänge zu den suffosiven Materialtransportbedingungen mit der Perkolationstheorie sind für homogene, isotrope und selbstähnliche Erdstoffgefüge gültig.
Beschichtungen, Klebverbindungen und Kompositwerkstoffe sind auf ihre Haftfestigkeit, Fügefestigkeit oder Verbundfestigkeit zu prüfen. Bisher wurden diese Prüfungen als aufwändige Einzeltests mit der Zugprüfmaschine durchgeführt. Mit einer neuartigen Zentrifuge geht dies nun viel einfacher. Nun wird die Fliehkraft zur Prüfung der Verbundfestigkeit eingesetzt. Forscher an der BAM haben das Prüfprinzip entwickelt. Für die Umsetzung der neuartigen Technologie im Bereich Materialprüfung, insbesondere der innovativen Hard- und Softwarelösungen, wurde die LUM GmbH mit dem Innovationspreis Berlin-Brandenburg 2012 ausgezeichnet.
So test therefore
(2012)
Coatings, adhesive-bonded joints and composites have to be tested for their adhesive, bonding and tensile strength. Until now, these tests have been time-consuming single-sample tests in a tensile testing machine. By means of centrifuge technology, tests are much easier now as centrifugal force serves as testing force. Scientists at BAM have developed the test principle, the implementation of this new technology in a testing device was realized by LUM GmbH. In recognition of innovative hard and software solutions, the Berlin-Brandenburg Innovation Award 2012 was given to LUM GmbH.
Nebulizing of polymer solutions, in a high-voltage field under atmospheric conditions by electrospray ionization (ESI), is a comfortable way to deposit ultra-thin layers of polar or ionic polymers onto any conductive substrate materials. The substrate is grounded and the polymer solution is sprayed through a powered capillary. The formed charged droplets shrink by solvent evaporation during their way to the grounded substrate, the charges close ranks and the droplets collapse consecutively by charge repulsion, thus forming finally charged single macromolecules. After their discharging at the grounded substrate, an ultrathin ‘quasi-monomolecular’ polymer layer is formed. It could be shown by imaging of scratches through the polymer layer by atomic force microscopy that the deposited polymer layers are dense at a thickness of about 10 nm. Carbon fibre bundles were coated with poly (allylamine) (PAAm) or poly(acrylic acid) (PAA) as potential adhesion-promoting layers in fibre–polymer composites. The polymer deposition is self-inhibiting after formation of a continuous coverage of about 200 nm for PAAm and 30 nm for PAA as result of surface charging. Continuous deposition onto such isolating layers or polymers without charging can be achieved by using current of alternating polarity. The film formation is self-healing because of the electrophoretic effect, i.e. the ion discharging occurs preferentially at noncoated areas. This electrophoretic effect of ESI was demonstrated by completely enwrapping all the carbon fibres of the roving within a distance of about 100 μm far from its outside and also at the backside of the fibre bundle with about 80% of the topside coverage, as measured by X-ray photoelectron spectroscopy and visualized using scanning electron microscopy.
Globally, cement and concrete experts are at the cutting-edge to sustainable, green, healthy but nonetheless high-performance concrete. Today concrete is not yet well established in Africa, which offers the unique opportunity to build up a cement and concrete market based on the highest available state of technology. As this industry needs high level expertise, a central issue in implementation of skilled technology is crosslinking research institutions and laboratories. It should not be neglected that concrete is a product with low transport ranges. This means that an improved concrete market mainly supports the local economy without exceeding financial drains to the international market. Thus it fosters the fight against poverty, which is an urgent need in most African countries. The project aims to cross-link experts with industry and policy making bodies, aiming to establish sustainable cement and concrete construction in Africa.
A facile and versatile synthetic route for controlling the size and surface potential of organic–inorganic hybrid silica nanoparticles (NPs) is introduced in this paper. For polymer-grafted NPs, the density of polymer chains on the surface is strongly affected by the concentration of precursor. Nevertheless, for condensed NPs, the precursor concentration determines the particle size but not the density of polymer chains on the surface or the adsorption of bovine serum albumin (BSA). Results presented here may have Major implications in biomedical and colloidal chemistry since interfacial and colloidal properties are known to drive several processes associated with nanoparticles in biological media.
Automotive brake pads consist of many components but it is still not entirely clear which role each of the elements of this complex composition plays to provide the specified regimes of sliding. This is due to the mutual interaction of multiscale mechanisms, realized during the friction.
In this work we have attempted to partly answer this question using computer simulations. Since the simulation allows us to consider various combinations of the structure of the system being simulated ceteris paribus, it becomes possible to understand the role of each constituent sequentially. The main attention is paid to the structure and composition of the thin film that forms on the surface of both bodies as a result of compaction of the wear product, its chemical composition and oxidation. This layer, also named a third body or friction film, differs in composition and microstructure from the two first bodies. We considered a single contact for the steady state sliding when the structure and composition of friction films already are formed. As a modelling tool we used the method of movable cellular automata, which has well proven itself in solving of such tasks. We investigated the influence of modification of the structure and composition of the third body on the features of system behaviour at friction. To assess the adequacy of the numerical model, experimental studies with an artificial third body were also carried out. The Simulation results are in good agreement with experimental data.
Meteorites are a unique and inspiring material for microstructural studies because if their very specific genesis. Iron meteorites have been formed under unimaginable cooling rates of a few ten Kelvins per million years so that the observable transformation of the formerly huge Fe-Ni single crystals of taenite occurred under nearly-equilibrium conditions. Octahedrites (meteorites having a Ni content between 6...15%) are characterized by ribbons of the low-temperature Fe-Ni phase kamacite separated by rims of residual taenite. This very specific feature is known as Widmanstaetten structure and has been investigated by synchrotron radiation in order to cover a higher volume fraction for a statistically relevant description of orientation relationships. However, plessite – a microstructure mainly consisting of the same phases – reflects the orientation relationship between kamacite and taenite as well. For their characterization, a scanning electron microscope is very suitable in order to investigate crystal orientations or identify phases. Despite the apparently ideal formation circumstances of iron meteorites, Ni concentration profiles prove non-equilibrium conditions. Combined EDS (energy dispersive spectroscopy) and EBSD (electron backscatter diffraction) measurements at a selected plessitic region of the Cape York iron shows that a correlation exists between Ni-concentration and the locally detected orientation relationship.
Themenschwerpunkt "Spektroskopie und Sensorik in der Prozessanalytik"
Am 03. und 04. Dezember fand das 8. Kolloquium des Arbeitskreises Prozessanalytik statt, diesmal in Berlin. Wie bekannt ist ein wichtiger Aspekt dieser Konferenz, Grenzen zwischen Fachgebieten sowie technischen Anwendungsbereichen zu überschreiten und einen interdisziplinären Austausch zu ermöglichen. Diesem Gedanken wurde bereits mit dem diesjährigen Themenschwerpunkt „Spektroskopie und Sensorik in der Prozessanalytik“ deutlich Rechnung getragen. Wie wichtig diese Themen für den Produktionsstandort Deutschland sind, zeigt die rege Beteiligung der Industrie. Neben insgesamt sieben industriellen Sponsoren und Ausstellern kam weit über die Hälfte der Teilnehmer aus der Industrie.
Neben den Vorträgen bot die Veranstaltung noch zahlreiche Posterbeiträge, die ebenfalls neue Einblicke in prozessanalytische Themen und natürlich auch Anlässe für anregende Fachdiskussionen boten. Die Veranstalter hatten darauf geachtet, dass der fachliche Austausch in den Pausen, insbesondere aber auch während der Postersessions nicht zu kurz kam.
Das 6. Interdisziplinäre Doktorandenseminar ist 2012 von Attendorn nach Berlin umgezogen. Es bot wieder reichlich Gelegenheit zum Kennenlernen, Wiedersehen und fachlichen Gedankenaustausch. Insgesamt kamen über 30 Teilnehmerinnen und Teilnehmer von Hochschulen, Forschungseinrichtungen und der Industrie zusammen.
Im Rahmen der Herstellung und Überwachung von Arzneimitteln käme wohl niemand – außer dem alten Paracelsus – auf die Idee, diese Aussage in irgendeiner Form anzuzweifeln. Zeit, der Pharmazeutischen Industrie endlich einmal ein Kompliment zu machen. Danke zu sagen, für die technisch, wissenschaftliche Kultur, die fast für jede Krankheit etwas parat hat und uns, unserer Familie, unseren Freunden ein unbeschwertes und langes Leben ermöglicht. Leute, verkauft Euch doch nicht immer so schlecht!
Ionic Liquids (ILs) are employed in various fields, for example, reaction engineering (reactions with gases, such as hydroformylation (CO, H2), hydrogenation (H2), oxidation (O2)) or separation technology (separations of gases, reactants, and high-volatility reaction products). For the basic engineering of such processes, knowledge of phase equilibria, particularly of mixtures, over a broad (p,T) range is mandatory. This contribution reports on recent experimental results from our laboratory: – for the simultaneous solubility of a binary gas mixture in a pure ionic liquid – for the solubility of a single gas in a binary liquid solvent mixture.
Declining European natural gas resources and increasing legislation mean that diversification towards ‘non-conventional gases’ is essential. Accurate and traceable measurements of the composition of non- conventional gases are required to ensure gases can be transported in existing pipeline networks, and used with existing appliances. The EMRP ‘Characterisation of energy gases’ project is successfully developing a metrology infrastructure to underpin these measurements. New standards and methods have been developed for biogas composition, biogas impurities, coal mine gases, refinery gases and environmentally-friendly odorants. The project is set to conclude in 2013 with the challenging analysis of a series of real non-conventional gas samples.
In the last two decades, the solubility of gases in ionic liquids has attracted a lot of attention. While at the beginning most publications dealt with the solubility of a single gas in a pure ionic liquid, recently the interest starts to shift to the – from an application-oriented point of view – more challenging area of the simultaneous solubility of several gases in an ionic liquid and/or the solubility of a single gas in solvent mixtures with ionic liquids. The current state of information on experimental data (and the phenomena encountered) in such systems is summarized and discussed.
A simple and efficient method of preparing composites of carbon nanotubes and titania (CNT-TiO2) is reported via a microwave-assisted synthesis in an ionic liquid, [bmim][BF4]. CNT-TiO2 nanocomposites were formed by the thermal decomposition of titanium (IV) isopropoxide (Ti(OPri)4) in the presence of CNTs under microwave irradiation. The obtained product was characterized by BET surface area, XRD, SEM, and TEM. TiO2 particles with average size of 9 nm were as anatase. The surface area of the Composites increased with an increase of CNT content. Moreover, the catalytic efficiency of the composite was investigated through the photoelectrodegradation of methylene blue.
The risk assessment of total petrol hydrocarbons (TPH) and polycyclic aromatic hydrocarbons (PAH), two of the most frequent soil and water contaminants, has to include their exposure pathways, especially the soil groundwater pathway. Threshold values have to be aquired for the amendment to the German Federal Soil Protection Contaminated Sites Ordinance. For this purpose, a batch experiment with a liquid to solid ratio (L/S) of 2 L/kg was developed. Aim of this work was to verify the robustness of this leaching procedure for TPH and PAH in different soil types against varying test conditions. Also, stir bar sorptive extraction (SBSE) was tested as alternative sample preparation of eluates for PAH analysis.
Anwendungsbereiche und Grenzen der Blitzthermografie - Entwicklung eines anwendungsnahen Standards
(2012)
Hohe Empfindlichkeit und Ortsauflösung sowie eine kurze Prüfzeit
sind Anforderungen an ein leistungsfähiges Prüfsystem basierend auf magnetischen
ZfP-Verfahren für die Oberflächenprüfung. Dieses soll das sichere Auffinden feinster
Risse mit Tiefen von weniger als 50 Mikrometern gewährleisten.
Um eine gute Ortsauflösung zu gewährleisten, müssen in der Regel der Defektgröße
angepasste Sensoren zum Einsatz kommen. Speziell im Fall von
Risslängen kleiner als ein Millimeter sollten die Sonden für die Streuflussprüfung
ebenfalls Wirkbreiten kleiner als ein Millimeter aufweisen. Durch die daraus folgenden
geringen Spurbreiten ergeben sich allerdings lange Prüfzeiten. Der
begrenzten Prüfzeit und präzisionsbedingten mechanischen Grenzen in der Verfahr-
Geschwindigkeit einer Sonde kann mit einem Multikanalansatz begegnet werden.
Eine hohe Anzahl an Kanälen wiederum führt zu einem Platzproblem in der
Prüfsonde, schließlich erfordert die Verstärkung schwacher Signale im eine Reihe
von aktiven Bauelementen.
Der Schlüssel zur Auflösung dieses Konflikts ist der Einsatz moderner Schaltkreise
wie Multiplexer und FPGA. In diesem Beitrag stellen wir am Beispiel eines
48 kanaligen Testaufbaus für die GMR-basierte Streuflussprüfung ein flexibles miniaturisiertes
Elektronikkonzept vor. Dabei gehen wir auf die einzelnen
Komponenten zur Ansteuerung der Sensoren und zur Signalkonditionierung ein.
Wir berichten vom Design, Aufbau und der Charakterisierung des Multikanalmoduls
und seiner Erprobung im realen Prüfeinsatz.
This paper presents a numerical and an experimental procedure to obtain the pressure field in single-axis acoustic levitators. Numerically, the pressure field is determined by a matrix method based on the Rayleigh integral that take into account the multiple wave reflections that occur between the transducer and the reflector. The numerical pressure field is compared with the acoustic pressure measured by an earplug microphone, that is connected to a hollow needle. The tip of the needle is moved by a µm translation stage through the field and the signal is recorded using a lock-in amplifier locked to the levitator frequency. The pressure field obtained numerically show good agreement with that obtained experimentally.
Ground vibrations created by running high-speed trains at speeds between 100 and 320 km/h are calculated in detail using transfer functions to model the effects of the moving loads. These transfer functions for layered soils are obtained by integration in the wavenumber domain. The train-induced vibrations in a soil that is considered to consist of single layers of two slightly different soils are analysed for different excitations: for their spectra, attenuation laws and amplitude-speed relations. An important mid-frequency component is shifted through the cut-on region of the layered soil with an increase in the train speed. The cut-on frequency divides the response of the layered soil into a low-frequency low-amplitude range and a high-frequency high-amplitude range. This leads to completely different train speed dependencies for the two soil layers with strongly increasing amplitudes around the cut-on frequency and almost constant amplitudes beyond this frequency. All calculated results closely agree with ground vibration measurements at two corresponding sites, especially if the mid-frequency component is calculated by axle impulses.
Studying colonization on stone surfaces by a model biofilm in a flow-through chamber approach
(2012)
Effects of amorphous nano-silica additions on mechanical and durability performance of SCC mixtures
(2012)
In the recent years the application of nanotechnology in building materials has increased
exponentially. One of the most referred and used nano-materials is amorphous silica with
particles size in the nano-range, even though its application and effect in concrete has not been
fully understood yet. It has been reported that nano-silica (nS) addition increases the
compressive strength and reduces the overall permeability of hardened concrete due to the
pozzolanic properties which are resulting in finer hydrated phases (C-S-H gel) and densified
microstructure (nano-filler and anti leaching effects). These effects enhance the durability of
concrete structures such as bridges, quays or off-shore oil facilities in marine environments.
In this study two different types of nano-silica were applied in self-compacting concrete (SCC),
both having similar particle size distributions (PSD) but produced in two different processes
(fumed powder silica and precipitated silica in colloidal suspension). The influence of nanosilica
on SCC was investigated with respect to the properties of concrete in the fresh state
(workability) and hardened state (mechanical properties and durability). Additionally, the
densification of microstructure of the hardened concrete was verified by SEM and EDS analyses.
The obtained results demonstrate that an efficient use of nano-silica in SCC can improve its
mechanical properties and durability. Considering the reactivity of the two nano-silica studied,
colloidal type shown more reactivity at early age, which influenced all the final SCC properties.
The aim of this comparison was to demonstrate the capability of national metrology institutes to measure elemental mass fractions at a level of w(E) ≈ 1 g/kg as found in almost all mono-elemental calibration solutions. These calibration solutions represent an important link in traceability systems in inorganic analysis. Virtually all traceable routine measurements are linked to the SI through these calibration solutions. Every participant was provided with three solutions of each of the three selected elements chromium, cobalt and lead. This comparison was a joint activity of the Inorganic Analysis Working Group (IAWG) and the Electrochemical Analysis Working Group (EAWG) of the CCQM and was piloted by the Physikalisch-Technische Bundesanstalt (PTB, Braunschweig, Germany) with the help of the Bundesanstalt für Materialforschung und -prüfung (BAM, Berlin, Germany), the Centro Nacional de Metrología (CENAM, Querétaro, Mexico) and the National Institute of Standards and Technology (NIST, Gaithersburg, USA).
A small majority of participants applied inductively coupled plasma optical emission spectrometry (ICP OES) in combination with a variety of calibration strategies (one-point-calibration, bracketing, calibration curve, each with and without an internal standard). But also IDMS techniques were carried out on quadrupole, high resolution and multicollector ICP-MS machines as well as a TIMS machine. Several participants applied titrimetry. FAAS as well as ICP-MS combined with non-IDMS calibration strategies were used by at least one participant. The key comparison reference values (KCRV) were agreed upon during the IAWG/EAWG meeting in November 2011 held in Sydney as the added element content calculated from the gravimetric sample preparation. Accordingly the degrees of equivalence were calculated. Despite the large variety of methods applied no superior method could be identified. The relative deviation of the median of the participants' results from the gravimetric reference value was equal or smaller than 0.1% (with an average of 0.05%) in the case of all three elements.
European and Germany regulations demand an elaborate waste management to save natural resources, reduce waste volumes deposited at landfills and enhance sustainable development by recycling of various residues. Research into the use of these materials in the construction sector and other fields is a positive step forward in achieving these objectives. BAM shares its latest findings.
Traditional earthen structures of cultural value are often damaged by static or dynamic loads. This is usually manifested by the appearance of cracks. All too often these cracks are insufficiently or inappropriately repaired if at all because of lack of knowledge and/or technology. In particular, the behavior of crack repair by grouting poses a challenge in earthen materials and demands specific requirements for the grouting mortar, such as low water content, good water retention, low shrinkage, etc. If dynamic loads, e.g. induced by earthquakes, are expected, the grouting material requires additional specifications such as a compatible strength and modulus of elasticity as well as good adhesion to the earthen materials. The study presents results from the development of a grouting material based on hydraulic lime mortar suitable for the repair of cracks in a variety of earthen building techniques. The goal was to develop a material also compatible with earthen structures exposed to dynamic load. The grouting mortar was designed to be adaptable in strength properties and at the same time to have sufficient robustness for the use on the construction site. First results show a satisfactory performance of the grout concerning fresh and hardened mortar properties as well as injectability. The study is part of our work in the framework of the ongoing project NIKER, funded by the European Commission dealing with improving imovable Cultural Heritage assets against the risk of earthquakes.
Both in developed and developing countries, modern building materials tend to be preferred to traditional earthen construction. Reasons include low durability, inadequate performance under seismic loading and, in developing countries, a wish to replace what is perceived as 'poor' with what is perceived as 'rich'. In an age when building permissions and construction standards are a must, particularly in seismic areas, even when an owner is willing to build in earth, construction approval needs to be granted: we rely on values and standards to build, but the necessary data on material properties and structural performance of earthen building techniques is scarce if compared to the abundance of data for other materials (clay brick masonry, concrete, steel) available to the engineer. At the same time, traditional builders' skills, knowledge and confidence in earthen building techniques are decreasing if not disappearing. A wallette testing campaign was thus carried out with the aim of filling this knowledge gap. Prior to the wallette campaign, material properties, including composition and physical-mechanical parameters, were determined. Compression and diagonal compression (shear) tests were then performed, and a basic analysis of the mechanical behaviour of structural elements built in cob is provided in relation to earth block (adobe) masonry and rammed earth elements. Cob, shown to have low compressive resistance, has a relatively ductile post-peak behaviour if compared to earth block masonry specimens which, as expected, show a marked brittle behaviour. In terms of shear strength, cob performs relatively well in view of its low compressive strength. The study is part of our work within the framework of the ongoing project NIKER funded by the European Commission dealing with improving the structural performance of Cultural Heritage assets in order to limit earthquake hazards.
Methodological aspects for finite element modelling of lid systems for type B(U) transport packages
(2012)
The regulatory compliance of the containment system is of essential importance for the assessment process of Type B(U) transport packages. The requirements of the International Atomic Energy Agency safety standards for transport conditions imply high loading on the containment system. The integrity of the containment system has to be ensured in mechanical and thermal tests. The containment system of German spent nuclear fuel and high level waste transport packages usually includes bolted lids with metal gaskets. The finite element (FE) method is recommended for the analysis of lid systems according to the guideline BAM-GGR 012 for the assessment of bolted lid and trunnion systems. The FE analyses provide more accurate and detailed information about loading and deformation of such kind of structures. The results allow the strength assessment of the lid and bolts as well as the evaluation of relative displacements between the lid and the cask body in the area of the gasket groove. This paper discusses aspects concerning FE simulation of lid systems for type B(U) packages for the transport of spent nuclear fuel and high level waste. The work is based on the experiences of the BAM Federal Institute for Materials Research and Testing as the German competent authority for the mechanical design assessment of such kind of packages. The issues considered include modelling strategies, analysis techniques and interpretation of results. A particular focus of this paper is on the evaluation of the results with regard to FE accuracy, influence of the FE contact formulation and FE modelling techniques to take the metallic gasket into account.
In Germany, the mechanical and thermal safety assessment of approved packages for the transport of RAM is carried out by BAM as the competent authority according to the International Atomic Energy Agency regulations. BAM was involved in several approval procedures with ductile cast iron containers containing wet intermediate level waste. These contents, which are not dried, only drained, consist of saturated ion exchange resin and a small amount of free water. Compared to the safety assessment of packages with dry content, attention must be paid to some more specific points. The physical and chemical compatibility of the content itself and of the content with materials of the package must be shown. From the mechanical resistance point of view, the package has to withstand the forces resulting from the freezing liquid. The most interesting point, however, is the pressure build-up inside the package due to vapourisation. This could be caused by radiolysis of the liquid and must be taken into account for the storage period. The paper deals primarily with the pressure build-up inside the package caused by the regulatory thermal test (30 min at 800°C) as part of the cumulative test scenario under accident conditions of transport. To determine the pressure, the temperature distribution in the content must be calculated for the whole period from the beginning of the thermal test until cooling down. In this case, calculating the temperature distribution requires, besides the consideration of conduction and heat radiation, consideration of evaporation and condensation including the associated processes of transport.
Numerical simulation of ultrasonic guided waves using the scaled boundary finite element method
(2012)
The formulation of the Scaled Boundary Finite Element Method is applied for the computation of dispersion properties of ultrasonic guided waves. The cross-section of the waveguide is discretized in the Finite Element sense, while the direction of propagation is described analytically. A standard eigenvalue problem is derived to compute the wave numbers of propagating modes. This paper focuses on cylindrical waveguides, where only a straight line has to be discretized. Higher-order elements are utilized for the discretization. As examples, dispersion curves are computed for a homogeneous pipe and a layered cylinder.
Moisture ingress is one of the major deteriorating factors for building materials. Today, the only approved way to assess such damage is the gravimetric Darr method, which is essentially destructive. Substantial progress has been made using the geophysical complex-resistivity method, which can be applied non-destructively and provides spatial information along two-dimensional sections, rather than punctual along one borehole. Considerable advantages of complex resistivity are its sensitivity to textural properties, as well as the pore-fluid chemistry of wet, porous media. In a comprehensive laboratory study, and later in field scale experiments, it could be shown that complex resistivity may even be able to distinguish between salt content and saturation degree in a single measurement. A comparison with complementary nondestructive testing techniques points to the benefit and further research to be explored in multimethodical approaches.
Admissible limits for activity release from type B(U) packages for spent fuel transport specified in the International Atomic Energy Agency regulations (10-6 A2 h-1 for normal conditions of transport and A2 per week for accidental conditions of transport) have to be kept by an appropriate function of the cask body and its sealing system. Direct measurements of activity release from the transport casks are not feasible. Therefore, the most common method for the specification of leak tightness is to relate the admissible limits of activity release to equivalent standardised leakage rates. Applicable procedure and calculation methods are summarised in the International Standard ISO 12807 and the US standard ANSI N14·5. BAM as the German competent authority for mechanical, thermal and containment assessment of packages liable for approval verifies the activity release compliance with the regulatory limits. Two fundamental aspects in the assessment are the specification of conservative design leakage rates for normal and accidental conditions of transport and the determination of release fractions of radioactive gases, volatiles and particles from spent fuel rods. Design leakage rates identify the efficiency limits of the sealing system under normal and accidental transport conditions and are deduced from tests with real casks, cask models or components. The releasable radioactive content is primarily determined by the fraction of rods developing cladding breaches and the release fractions of radionuclides due to cladding breaches. The influence of higher burn-ups on the failure probability of the rods and on the release fractions are important questions. This paper gives an overview about methodology of activity release calculation and correlated boundary conditions for assessment.
The moisture content of wood is known to have a significant influence on the wood's mechanical properties. Using wood as an energy absorber in impact limiters of packages for the transport of radioactive material, it is of particular importance to ensure the moisture content and thus relevant mechanical properties to be in specified limits. The paper surveys the influence of wood moisture content on the mechanical properties of wood. Different measuring methods are discussed with respect to in situ applicability, accuracy and effort. The results of an experimental analysis of the accuracy of hand held moisture metres using the electrical resistance method are discussed. Conclusions are drawn regarding the measurement of moisture content of wood upon delivery as well as of complete impact limiter assemblies. Requirements for quality surveillance during manufacturing of wood filled impact limiters are derived and it is exemplified how to meet them. Construction, manufacturing and inspection of impact limiter encapsulation with regard to leak tightness are addressed.
A novel approach for the generation of broadband airborne ultrasound by using the thermo-acoustic effect is presented in this contribution. We investigate the applicability of resonance-free thermo-acoustic emitters for generation of very short high pressure airborne ultrasound pulses. A thermoacoustic emitter consisting of a 30 nm thin metallic film on a usual soda-lime glass substrate generates sound pressure values of more than 140 dB at 60 mm distance. The results are compared with conventional piezoelectric airborne ultrasound transducers. Our investigations show the applicability of the thermo-acoustic devices for broadband and high pressure ultrasound emitters using pulse excitation.
For the concept of using structural materials such as carbon fibre reinforced plastics as
energy storage devices, new matrix polymers are required. These polymers must provide ionic
conductivity as well as adequate mechanical strength. In the EU-Project StorAGE this
requirements are fulfilled by adding ionic liquid to commercial polymers. The mechanical
properties of these mixtures materials were characterized by using a 3-point-bending device.
In addition, single fibre pull test were performed in order to get information on the interfacial
shear strength. Adding of ionic liquid has an impact on the mechanical performance of the
materials. A decrease of the flexural strength and modulus of less than 10% of the value of the
reference materials took part. The interfacial shear strength decreased to a value of around
one third compare to the reference material.
Polymer-based electrolytes based on commercially available epoxy resins were prepared through the addition of a liquid electrolyte, a solution of a lithium salt in an ionic liquid. The polymer monoliths were characterized using impedance spectroscopy, 3-point bending test, scanning electron microscopy (SEM) and nitrogen adsorption (BET). The balance of ionic conductivity and flexural modulus is crucially dependent on the relative proportions of epoxy resin to electrolyte. Also the effect of the liquid electrolyte on curing kinetics and processing was assessed by complex viscosity measurements and differential scanning calorimetry (DSC). Only one out of the three resins investigated exhibited a significant acceleration effect.
The applicability of polymer-metal composites is mainly determined by the durability of the adhesive strength between both components. Aluminium (Al) deposited on polypropylene (PP) exemplifies different options of interface design. By deposition of plasma polymers on PP the effect of the type of the functionality was investigated. Spacer insertion was accomplished to position the functional group away from the topmost surface. A further kind of interface design involved a partial condensation of functional groups. Hydroxyl and carboxyl groups were most effective to improve adhesion in Al-PP systems. Approximately 7-10 carboxyl or 25-27 hydroxyl groups per 100 C atoms were necessary to increase the peel strength up to ~700 N/m. In this range, the failure of the composite propagated along the interface Al-tape (no peeling of the metal). Spacer molecules between surface and functional groups provoked the effect that the number of needed functional groups for maximum adhesion was strongly reduced. Linking of the functional groups resulted in non-peelable Al-PP laminates. Two adhesion tests were applied - the peel test and the centrifuge technology. For PP foils modified with chemically bonded and additionally linked silanol groups (no peeling) an adhesive strength of (2.5 ± 0.2) N/mm² was determined by centrifuge technology. XPS inspection of both fracture surfaces indicated a sub-surface failure in the polymer.
In geothermal power plants the materials used in pumps are loaded cyclically and
exposed constantly to the highly corrosive hot thermal water. The lifetime reduction
of AISI 420C (X46Cr13, 1.4034) is demonstrated in in-situ-laboratory experiments
(T=60 °C, geothermal brine: Stuttgart Aquifer flow rate: 9 l/h, CO2). S-N plots,
micrographic-, phase-, fractographic- and surface analysis were applied to obtain
sustainable information on the corrosion fatigue behavior. Maximum number of
cycles (here 12.5 x 106 cycles to failure) is reached at σa =173 MPa. No typical
fatigue strength exists and passive corrosion fatigue may be identified as failure
cause.
Anwendungsbreiche und Grenzen der Blitzthermografie - Entwicklung eines anwendungsnahen Standards
(2012)
In the field of water pipelines, geothermal energy production as well as carbon capture and storage technology (CCS) materials have to provide a high resistance to corrosion and mechanical stress. The combination of cyclic load and corrosive aqueous environment leads to corrosion fatigue of pipes and components (e.g. pumps) and thus inevitably to the reduction of the lifetime of these components. To estimate the reliability of components from adjusted in-situ-laboratory experiments a corrosion chamber was designed and tested with CO2 saturated corrosive aqueous media flowing at a steady rate. Unique feature of this special chamber is its installation directly onto the sample and thus providing flexible usability in almost every testing machine. This allows simultaneous mechanical loading of the sample, operation at temperatures up to 100 °C and exposure to fluid flow of corrosive liquids and gases. The lifetime reduction of AISI 420C (X46Cr13, 1.4034) is demonstrated at T=60 °C, geothermal brine: Stuttgart Aquifer flow rate: 9 l/h, CO2. S-N plots, micrographic-, phase-, fractographic- and surface analysis were applied to obtain sustainable information on the corrosion fatigue behavior. Maximum number of cycles (here 12.5 x 106 cycles to failure) is reached at σa =173 MPa. No typical fatigue strength exists and passive corrosion fatigue may be identified as failure cause.