J. Carmeliet, J. Vantomme, S. Mertens (2007). "Modeling of the influence of the damage on the behavior of concrete during tensile-compressive loading." In Proceedings of FraMCoS 6, Catania, Italy.
J. Carmeliet, J. Vantomme, S. Mertens. "Modeling of the influence of the damage on the behavior of concrete during tensile-compressive loading." Paper presented at FraMCoS 6, Catania, Italy, 2007.
J. Carmeliet, J. Vantomme, S. Mertens, "Modeling of the influence of the damage on the behavior of concrete during tensile-compressive loading," in Proc. FraMCoS 6, Catania, Italy, 2007.
@inproceedings{j-carmeliet2007,
title = {Modeling of the influence of the damage on the behavior of concrete during tensile-compressive loading},
author = {J. Carmeliet, J. Vantomme, S. Mertens},
year = {2007},
booktitle = {Proceedings of FraMCoS 6},
address = {Catania, Italy},
}
TY - CPAPER
TI - Modeling of the influence of the damage on the behavior of concrete during tensile-compressive loading
AU - J. Carmeliet
AU - J. Vantomme
AU - S. Mertens
PY - 2007
T2 - Proceedings of FraMCoS 6
CY - Catania, Italy
UR - https://framcos.org/wp-content/uploads/framcos-papers/Modeling_of_the_influence_of_the_damage_on_the_behavior_of_concrete_during_tensi.pdf
AB - Experimental tensile-compressive cyclic tests on DEN-concrete specimens reveal several phe- nomena: nonlinear elasticity, stiffness reduction, stiffness recovery, permanent deformation and hysteretic behavior, which changes shape during tensile unloading to compressive loading. In this paper, a constitutive model is proposed that captures all these effects, and which is based on strain decomposition into a classical linear elastic strain and a non-classical strain described by the Preisach-Mayergoyz model (PM-model).
ER -
