Damage Model for Concrete Including Residual Hysteretic Loops: Application to Seismic and Dynamic Loading

C. La Borderie, F. Ragueneau, J. Mazars (1998). "Damage Model for Concrete Including Residual Hysteretic Loops: Application to Seismic and Dynamic Loading." In Proceedings of FraMCoS 3, Gifu, Japan.

C. La Borderie, F. Ragueneau, J. Mazars. "Damage Model for Concrete Including Residual Hysteretic Loops: Application to Seismic and Dynamic Loading." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

C. La Borderie, F. Ragueneau, J. Mazars, "Damage Model for Concrete Including Residual Hysteretic Loops: Application to Seismic and Dynamic Loading," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{c-la-borderie1998,
  title     = {Damage Model for Concrete Including Residual Hysteretic Loops: Application to Seismic and Dynamic Loading},
  author    = {C. La Borderie, F. Ragueneau, J. Mazars},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Damage Model for Concrete Including Residual Hysteretic Loops: Application to Seismic and Dynamic Loading
AU  - C. La Borderie
AU  - F. Ragueneau
AU  - J. Mazars
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Damage_Model_for_Concrete_Including_Residual_Hysteretic_Loops_Application_to_Sei.pdf
AB  - This paper is concerned with the development of a damage model for concrete materials exhibiting a residual hysteretic behaviour at a fixed level of damage. This feature is obtained by coupling damage mechanics with sliding phenomena. In its complete form, the damage variable by which the stiffness decrease is allowed, is an orthotropic second order tensor. Its evolution is driven by the tensile part of the strain tensor. The sliding between the crack lips is assumed to have a plasticity kind of behaviour with non-linear kinematic hardening. The sliding stress depends on the level of damage. Such a model assumes…
ER  -