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Newbie
Регистрация: 19.09.2008
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URGENT!
F.A. Finger Institute for building materials science (Faculty of civil engineering) Bauhaus-University Weimar, Germany offers a: Full position for PhD thesis funded by German Science foundation (DFG) within the research training group 1462 on the topic: “Model validation in structural engineering“ Subject: Imaging of microstructure and texture in porous materials in constitutive relation – quality requirements for partial models within a model chain Supervisors: Dr. B. Möser / Prof. J. Stark, Prof. T. Schanz, Dr. M. Datcheva The study intends to reveal the influence of texture on the material models of porous materials (concrete). Texture will be measured and modelled in dependence of scale. The project deals with the consequence of texture on quality of material models on different scales (particle methods, DEM, discrete points at continuum mechanics view). Especially the influence of texture on scale transition has to be analysed, i.e. on the view of numeric homogenisation. It has to be checked how textures are already included in current models of cement and concrete hardening. Criteria have to be defined that indicate if texture has to be implemented in the mechanical model. The various approaches have to be calibrated and verified against experimental data (imaging of texture). Furthermore the treatment of texture with regard to initial-boundary value problems has to be investigated. The question arises if their consideration is significant for the quality of the model. Furthermore smeared models have to be compared to scale models. Imaging methods like electron microscopy allow us to characterize and quantify the microstructure of concrete from aggregate scale down to the meso gel pores, i.e. nanometre scale. Micro mechanic experiments under cyclic tensional and compressional loading in the environmental scanning electron microscope visualize the cracking behaviours of concrete. Thus the crack propagation on the meso- and nanoscale can be imaged under close-tonative conditions. Further micro mechanical parameters (elastic modulus) of concrete should be measured by nanoindentor experiments. Please submit your application including CV to: Prof. Tom Schanz, Bauhaus-University Weimar Faculty of Civil Engineering Coudraystr. 11 D-99421 Weimar, Germany Tel. +49 (0) 3643 – 584558 e-mail to: tom.schanz@uni-weimar.de |
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