Integration of contact elements in RGIB module of the Finite Element software “CESAR LCPC”: Application to concrete structures affected by internal swelling reactions

F. Toutlemonde, J. F. Seignol, O. Omikrine Metalssi, P. Humbert, S. Rigobert, V. D. Le (2010). "Integration of contact elements in RGIB module of the Finite Element software “CESAR LCPC”: Application to concrete structures affected by internal swelling reactions." In Proceedings of FraMCoS 7, Jeju, South Korea.

F. Toutlemonde, J. F. Seignol, O. Omikrine Metalssi, P. Humbert, S. Rigobert, V. D. Le. "Integration of contact elements in RGIB module of the Finite Element software “CESAR LCPC”: Application to concrete structures affected by internal swelling reactions." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

F. Toutlemonde, J. F. Seignol, O. Omikrine Metalssi, P. Humbert, S. Rigobert, V. D. Le, "Integration of contact elements in RGIB module of the Finite Element software “CESAR LCPC”: Application to concrete structures affected by internal swelling reactions," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{f-toutlemonde2010,
  title     = {Integration of contact elements in RGIB module of the Finite Element software “CESAR LCPC”: Application to concrete structures affected by internal swelling reactions},
  author    = {F. Toutlemonde, J. F. Seignol, O. Omikrine Metalssi, P. Humbert, S. Rigobert, V. D. Le},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Integration of contact elements in RGIB module of the Finite Element software “CESAR LCPC”: Application to concrete structures affected by internal swelling reactions
AU  - F. Toutlemonde
AU  - J. F. Seignol
AU  - O. Omikrine Metalssi
AU  - P. Humbert
AU  - S. Rigobert
AU  - V. D. Le
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Integration_of_contact_elements_in_RGIB_module_of_the_Finite_Element_software_CE.pdf
AB  - A significant number of existing concrete dams are at present deteriorated by chemo-mecha- nical processes known as internal swelling reactions (ISR). These pathologies, which include delayed ettring- ite formation as well as alkali-aggregate reactions, are responsible for cracking and expansion of the material which lead to degradation of structures behaviour. The chemo-mechanical modelling of these phenomena is already elaborated by considering the influence of temperature and humidity in the development of expan- sion. This modelling is valid only for continuous media. In order to widen the domain of modelling applica- bility, this paper describes a novel procedure for modelling displacement…
ER  -