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- Nichtrostender Stahl (3)
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Structural performances of earthen building materials. A comparison between different typologies
(2011)
Traditional construction techniques utilizing earthen materials are often seen as inferior compared to modern ways of building. Structural earthen elements are perceived as vulnerable towards environmental influences (moisture, frost) and in particular towards the load scenarios during earthquakes. In comparison to the recent advances in research on stone and brick masonry, knowledge on the structural performance of earthen building construction is limited and scattered. Consequently the confidence in the performance of these earthen buildings constructed in the traditional techniques during earthquakes is fairly low. The research presented here aims to make a comparison of mechanical behavior between different earth masonry material typologies, consisting of earth block masonry, rammed earth and cob. The paper has been developed in the framework of a larger research program called NIKER. BAM and other seventeen research partners from the Mediterrean area are jointly involved to develop and validate innovative materials and technologies for the systemic improvement of the seismic behavior of Cultural Heritage assets
The paper has been developed in the framework of a larger EC‐research program called NIKER, in which BAM and other seventeen research partners from the Mediterrean area are jointly involved. It aims to develop and validate innovative materials and technologies for the systemic improvement of the seismic behavior of Cultural Heritage assets. The death tolls brought about by recent catastrophes in
developing countries where many inhabitants lived in earthen dwellings (Gujarat, India 2001, Bam, Iran 2003 and Concepción, Chile 2010 Earthquakes, Tamil Nadu 2004 Tsunami) have brought about research studies aimed at improving earth construction in terms of strength, seismic resistance and speed of construction.
In comparison to the recent advances in research on stone and brick masonry, knowledge on the material properties and failure mechanisms of earthen Building construction is limited and scattered.
The research presented here by aims making a comparison of mechanical behaviour between different earth masonry material typologies, consisting of earth block masonry, rammed earth and cob.
Issues that prevent Structural Health Monitoring (SHM) based on Guided Waves (GW) from being a part of today’s monitoring solutions in industry are not all obvious to the scientific community. To uncover and overcome these issues, scientists working on SHM and GW problems joined in an expert committee under the patronage of the German Society for Non-Destructive Testing. An initiated online survey among more than 700 experts and users reveals the hurdles hindering the practical application of GWbased SHM. Firstly, methods for proof of reliability of SHM approaches are missing.
Secondly, detailed understanding of phenomenological described wave-damage interactions is needed. Additionally, there are significant unsolved implementation issues and unsolved problems of signal processing including handling of environmental influences.
To enable substantial proof of reliability without unaffordable experimental effort also efficient simulation tools including realistic damage interaction are needed, enabling the joint use of experimental and simulated data to predict the capabilities of the Monitoring system. Considering these issues, the committee focusses on simulation, signal processing, as well as probability of detection and standardization. In the presented work, recent activities of the expert committee starting with survey results are summarized. An open access data basis of life-like measurements is presented to allow testing and comparison of signal processing and simulation algorithms. Finally, a strategy for efficient proof of reliability increasing the acceptance of SHM in industry and for successful Integration of SHM into real-world engineering structures is proposed.
The Micro Structure of Traditional Brazilian Lime Plasters - The Custom House of Florianopolis
(2005)
An approach to achieve “zero leakage” is discussed with respect to the experience in Germany, where strict regulations for landfill lining and capping systems have been developed and issued because of large environmental problems related to landfills that accumulated in the 1970’s and 1980’s. Using a thick, high quality HDPE geomembrane (GMB), which is installed free of residual waves and wrinkles in intimate contact with a compacted clay liner (CCL) or geosynthetic clay liner (GCL) of very low permeability, by a qualified, experienced, well equipped and properly third-party controlled installer and which are protected by heavy protection layers designed with respect to long-term performance of the GMB, may result in a liner or capping system of practically no leakage. This is demonstrated by analyzing results of measurements obtained from permanently installed leak detection systems in combination with HDPE GMBs. The survey is based on 32 German landfills with 1,276,500 m² of installed HDPE GMB.
When pushed to the limits of their detection capability, NDE systems do not produce consistent hit/miss
indications. Their capability of detecting small defects is therefore expressed in terms of POD. An adequate
NDE system is required to ensure the structural integrity. In conventional signal response analysis, the POD is
expressed as a function of the defect size, and its adequacy for the inspection task is tested against the maximum
allowable defect size which will not undermine the structural integrity. Analyses of modern structures show that
other parameters, beside the defect size, can both significantly influence the POD and determine the severity of
the defect for the structure. Within the multi-parameter reliability analysis, the POD is expressed as a function of
those influencing parameters. When determining the adequacy of the NDE system, the capability of detecting a
defect has to be expressed and tested against the critical value of exactly that parameter that determines defects
severity for the structure. Failing to do so can lead to a rejection of the healthy, or acceptance of the bad part.
The principle is demonstrated on the example of the Transmit-Receive Longitudinal (TRL) ultrasonic inspection
of the iron cast component for semi-elliptical surface defects.
Die Legierungselemente (Chrom und Kohlenstoff) und die Wärmebehandlung bestimmen Korrosionsbeständigkeit und Härte martensitischer nichtrostender Stähle. Verschiedene wissenschaftliche Arbeiten haben bereits gezeigt, dass die Korrosionsbeständigkeit sehr stark vom Anteil an Chromkarbiden im Gefüge bestimmt wird. Der kombinierte Einfluss von Kohlenstoffgehalt und der Abkühlgeschwindigkeit beim Härten wurde mit Fokus auf die Korrosionsbeständigkeit bisher nur unzureichend untersucht. Die Literatur liefert außerdem gegensätzliche Aussagen über den Einfluss der Abkühlgeschwindigkeit, was möglicherweise auf unterschiedliche Kohlenstoffgehalte zurückgeführt werden kann. In dieser Arbeit wird daher systematisch untersucht, ab welcher Abkühlgeschwindigkeit es bei den Werkstoffen X20Cr13 und X46Cr13 zu Karbidbildung und Chromverarmung kommt. Die Variation der Abkühlgeschwindigkeit erfolgte für die industriell relevante Härtetemperatur von 1050 °C mit dem Stirnabschreckversuch. In Abhängigkeit von der Abkühlgeschwindigkeit wurden an den Stirnabschreckproben Gefüge, Härte und Korrosionsbeständigkeit (EPR, kritische Lochkorrosionspotentiale) untersucht und die Ergebnisse mit thermodynamischen Berechnungen (ThermoCalc) korreliert. Aus den Ergebnissen wird abgeleitet, unter welchen Bedingungen die Abkühlgeschwindigkeit die Korrosionsbeständigkeit beeinflusst.
The duplex stainless steel 1.4062 (X2CrNiN22-2) is used as alternative material to austenitic stainless steels in the construction industry. The corrosion resistance of welded seams is influenced by the base material, the weld filler material, the welding process and also by the final surface treatment. The scale layer next to the weld seam can be removed by grinding, pickling, electro-polished or blasting depending on the application and the requested corrosion resistance. Blasted surfaces are often used in industrial practice due to the easier and cheaper manufacturing process compared to pickled or electro-polished surfaces. Furthermore blasting with corundum-grain is more effective than blasting with glass-beads which also lower the process costs. In recent years, stainless steel surfaces showed an unusually high susceptibility to pitting corrosion after grinding with corundum. For this reason, it is now also questioned critically whether the corrosion resistance is influenced by the applied blasting agent. This question was specifically investigated by comparing grinded, pickled, corundum-grain- and glass-bead-blasted welding seams. Results of the SEM analyses of the blasting agents and the blasted surfaces will be presented and correlated with the different performed corrosion tests (potential measurement, KorroPad-test and pitting potential) on welding seams with different surface treatments.
Einfluss der Schweißnaht-Nachbehandlung auf die Korrosionsbeständigkeit vom Duplexstahl 1.4062
(2017)
Der Duplexstahl 1.4062 (X2CrNi22-2) hat sich im Bauwesen als Werkstoffalternative zu den nichtrostenden Austeniten etabliert. Die Korrosionsbeständigkeit von Schweißverbindungen wird, neben dem Grundwerkstoff, dem Schweißzusatzwerkstoff und dem Schweißverfahren, auch sehr stark von der Schweißnaht-Nachbehandlung beeinflusst. Je nach zukünftigem Anwendungsbereich, geforderter Optik und Korrosionsbeständigkeit wird die Schweißnaht geschliffen, gebeizt, elektropoliert oder gestrahlt, um die beim Schweißen entstehenden An-lauffarben zu entfernen. Gestrahlte Oberflächen sind in der industriellen Praxis häufig anzutreffen, da sie deutlich schneller und kostengünstiger herzustellen sind als geschliffene, gebeizte oder polierte Oberflächen. Das Strahlen mit Korund ist außerdem effektiver als das Strahlen mit Glasperlen. In den letzten Jahren wurden korrosionsanfällige Oberflächen bei nichtrostenden Stählen beobachtet, wenn diese mit Korund geschliffen wurden. Daher wird nun auch beim Strahlen kritisch hinterfragt, ob die eingesetzten Strahlmittel die Korrosionsbeständigkeit beeinflussen. Diese Fragestellung wird beantwortet, indem geschliffene, gebeizte, polierte und mit verschiedenen Strahlmitteln gestrahlte Schweißverbindungen vom Duplexstahl 1.4062 im Vergleich zu gleichartig behandeltem Walzmaterial untersucht werden. Die Ergebnisse der Korrosionsuntersuchungen werden vorgestellt und mit den rasterelektronenmikroskopischen Untersuchungen der gestrahlten Oberflächen korreliert.