C. Kessler-Kramer, H. S. Muller, V. Mechtcherine (2004). "Testing and Modeling the Behavior of Concrete Under Cyclic Tensile Loading." In Proceedings of FraMCoS 5, Vail, Colorado, USA.
C. Kessler-Kramer, H. S. Muller, V. Mechtcherine. "Testing and Modeling the Behavior of Concrete Under Cyclic Tensile Loading." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.
C. Kessler-Kramer, H. S. Muller, V. Mechtcherine, "Testing and Modeling the Behavior of Concrete Under Cyclic Tensile Loading," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.
@inproceedings{c-kessler-kramer2004,
title = {Testing and Modeling the Behavior of Concrete Under Cyclic Tensile Loading},
author = {C. Kessler-Kramer, H. S. Muller, V. Mechtcherine},
year = {2004},
booktitle = {Proceedings of FraMCoS 5},
address = {Vail, Colorado, USA},
}
TY - CPAPER
TI - Testing and Modeling the Behavior of Concrete Under Cyclic Tensile Loading
AU - C. Kessler-Kramer
AU - H. S. Muller
AU - V. Mechtcherine
PY - 2004
T2 - Proceedings of FraMCoS 5
CY - Vail, Colorado, USA
UR - https://framcos.org/wp-content/uploads/framcos-papers/Testing_and_Modeling_the_Behavior_of_Concrete_Under_Cyclic_Tensile_Loading.pdf
AB - Based on the results of fracture mechanical and phenomenological investigations a new ma- terial law for concrete under cyclic tensile loading was developed. Its constitutive relations are based on a physically sound rheological-statistical model consisting of simple rheological elements. The verification of the model by means of a comparison between the results of numerical calculations and the correspond- ing experimental results showed a good agreement for various combinations of the decisive parameters.
ER -
