Finiteelementsimulationofchemo-mechanicaldamageundercyclicloadingconditions

D.Kuhl, F. Bangert, G. Meschke (2001). "Finiteelementsimulationofchemo-mechanicaldamageundercyclicloadingconditions." In Proceedings of FraMCoS 4, Cachan, France.

D.Kuhl, F. Bangert, G. Meschke. "Finiteelementsimulationofchemo-mechanicaldamageundercyclicloadingconditions." Paper presented at FraMCoS 4, Cachan, France, 2001.

D.Kuhl, F. Bangert, G. Meschke, "Finiteelementsimulationofchemo-mechanicaldamageundercyclicloadingconditions," in Proc. FraMCoS 4, Cachan, France, 2001.

@inproceedings{d-kuhl2001,
  title     = {Finiteelementsimulationofchemo-mechanicaldamageundercyclicloadingconditions},
  author    = {D.Kuhl, F. Bangert, G. Meschke},
  year      = {2001},
  booktitle = {Proceedings of FraMCoS 4},
  address   = {Cachan, France},
}

TY  - CPAPER
TI  - Finiteelementsimulationofchemo-mechanicaldamageundercyclicloadingconditions
AU  - D.Kuhl
AU  - F. Bangert
AU  - G. Meschke
PY  - 2001
T2  - Proceedings of FraMCoS 4
CY  - Cachan, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Finiteelementsimulationofchemo-mechanicaldamageundercyclicloadingconditions.pdf
AB  - A model for the coupled analysis of chemo-mechanical deterioration of concrete is developed within the theory of mixtures. As a particular example for corrosive mechanisms, the material degradation due to coupled calcium leaching and mechanical damage is investigated. The coupling of the calcium dissolution- diffusion and the elasto-damage process is based on the definition of the total porosity as the sum of the initial porosity, the porosity caused by calcium dissolution and the apparent porosity due to mechanical damage. The evolution of the mechanically and chemically induced porosities is controlled by internal parameters and related evolution laws. This enables the…
ER  -