I. Marzec, J. Tejchman (2013). "Coupled Elasto-plastic Model with Non-local Softening Enhanced by Viscosity to Describe Dynamic Concrete Behaviour." In Proceedings of FraMCoS 8, Toledo, Spain.
I. Marzec, J. Tejchman. "Coupled Elasto-plastic Model with Non-local Softening Enhanced by Viscosity to Describe Dynamic Concrete Behaviour." Paper presented at FraMCoS 8, Toledo, Spain, 2013.
I. Marzec, J. Tejchman, "Coupled Elasto-plastic Model with Non-local Softening Enhanced by Viscosity to Describe Dynamic Concrete Behaviour," in Proc. FraMCoS 8, Toledo, Spain, 2013.
@inproceedings{i-marzec2013,
title = {Coupled Elasto-plastic Model with Non-local Softening Enhanced by Viscosity to Describe Dynamic Concrete Behaviour},
author = {I. Marzec, J. Tejchman},
year = {2013},
booktitle = {Proceedings of FraMCoS 8},
address = {Toledo, Spain},
}
TY - CPAPER
TI - Coupled Elasto-plastic Model with Non-local Softening Enhanced by Viscosity to Describe Dynamic Concrete Behaviour
AU - I. Marzec
AU - J. Tejchman
PY - 2013
T2 - Proceedings of FraMCoS 8
CY - Toledo, Spain
UR - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_Coupled_Elasto-plastic_Model_with_Non-local_Softening_Enhanced_by_Viscosity_to_D.pdf
AB - The paper presents results of FE simulations of the concrete behaviour under dynamic loading at the different strain-rate. A continuum elasto-plastic constitutive model was used. Viscosity, non-locality and inertial terms were included. Numerical results of strength during uniaxial compression and uniaxial tension were compared with corresponding laboratory tests and CEB recommendations. Some preliminary own dynamic test results on concrete beams under three- point bending were also shown.
ER -
