The response of concrete structure under dynamic loadings: tools for seismic effects and impacts

A. Rouquand, C. Pontiroli, J. Mazars (2010). "The response of concrete structure under dynamic loadings: tools for seismic effects and impacts." In Proceedings of FraMCoS 7, Jeju, South Korea.

A. Rouquand, C. Pontiroli, J. Mazars. "The response of concrete structure under dynamic loadings: tools for seismic effects and impacts." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

A. Rouquand, C. Pontiroli, J. Mazars, "The response of concrete structure under dynamic loadings: tools for seismic effects and impacts," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{a-rouquand2010,
  title     = {The response of concrete structure under dynamic loadings: tools for seismic effects and impacts},
  author    = {A. Rouquand, C. Pontiroli, J. Mazars},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - The response of concrete structure under dynamic loadings: tools for seismic effects and impacts
AU  - A. Rouquand
AU  - C. Pontiroli
AU  - J. Mazars
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/The_response_of_concrete_structure_under_dynamic_loadings_tools_for_seismic_effe.pdf
AB  - The causes of the non linear behavior of concrete until failure are numerous and complex, pa ticularly for non monotonic and rapid loadings. We present here a model coupling damage and plasticity in- cluding several effects: development and closure of cracks, damping, compaction, strain rate effects, ... The idea being to describe with the same tool a wide variety of problems, the model is of explicit form, what makes possible its implementation into explicit numerical scheme well adapted to the treatment of fast dy- namic problems. In this context the F.E. “Abaqus explicit” code is used and the model has…
ER  -