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