Energy dissipation regarding transient response of concrete structures
Constitutive equations coupling damage and friction
Keywords:
cancrete, damage, sliding with friction, damping, seismicAbstract
This paper deals with the 3D expression of a constitutive relation for brittle materials such as concrete accounting for cracking with friction. Based on damage mechanics, a macroscopic description of the material behaviour introducing this new dissipative phenomenon allows one ta take into account, during cyclic loading, the hysteresis /oops at a fixed leve/ of damage. This mode/ has been implemented within a multilayered finite element code dedicated ta the analysis of structures subjected ta seismic loading. First computations enlighten the rote of an accurate description of the material physical dissipation towards the global damping at the structurallevel.
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