Scientific Reports:

P. Pivonka, H.A. Mang:
"Theoretical and Algorithmic Aspects of a 3D Material Model for Concrete under Compressive Stresses, Part 2";
Report for Institute for Strength of Materials, Vienna University of Technology, Vienna, Austria; 1998.

English abstract:
This report deals with the calibration and re-analyses of test results. The elastoplastic material model of concrete is calibrated using the experimental results of Hurlbut. The influence of material and model parameters is investigated by means of a parameter study.

Keywords: concrete, triaxial confinement

Created from the Publication Database of the Vienna University of Technology.