TY - GEN
T1 - Modeling of the influence of the damage on the behavior of concrete during tensile-compressive loading
AU - Mertens, S.
AU - Vantomme, J.
AU - Carmeliet, J.
PY - 2007
Y1 - 2007
N2 - Experimental tensile-compressive cyclic tests on DEN-concrete specimens reveal several phenomena: 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).
AB - Experimental tensile-compressive cyclic tests on DEN-concrete specimens reveal several phenomena: 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).
UR - https://www.scopus.com/pages/publications/56349138572
M3 - Conference contribution
AN - SCOPUS:56349138572
SN - 0415440653
SN - 9780415440653
T3 - Proceedings of the 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures - Fracture Mechanics of Concrete and Concrete Structures
SP - 419
EP - 425
BT - Proceedings of the 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures - Fracture Mechanics of Concrete and Concrete Structures
T2 - 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures - Fracture Mechanics of Concrete and Concrete Structures
Y2 - 17 June 2007 through 22 June 2007
ER -