Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Philippe Kolmayer"'
Autor:
Philippe Kolmayer, Benoit Masson, Stéphane Multon, Daniela Vo, Pierre Morenon, Etienne Grimal, Alain Sellier
Publikováno v:
Engineering Structures
Engineering Structures, 2021, 246, pp.112845. ⟨10.1016/j.engstruct.2021.112845⟩
Engineering Structures, Elsevier, 2021, 246, pp.112845. ⟨10.1016/j.engstruct.2021.112845⟩
Engineering Structures, 2021, 246, pp.112845. ⟨10.1016/j.engstruct.2021.112845⟩
Engineering Structures, Elsevier, 2021, 246, pp.112845. ⟨10.1016/j.engstruct.2021.112845⟩
The computation of large reinforced concrete structures such as nuclear power plants, dams and bridges requires realistic behaviour laws to be considered for concrete and reinforcements. Regarding the problem of cracking in RC structure, meshing sepa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::71d14229e0def654140533929c6be2d5
https://hal.insa-toulouse.fr/hal-03463077
https://hal.insa-toulouse.fr/hal-03463077
Autor:
Philippe Kolmayer, François Hamon, Stéphane Multon, Pierre Morenon, Etienne Grimal, Alain Sellier
Publikováno v:
Cement and Concrete Composites
Cement and Concrete Composites, Elsevier, 2019, 104, pp.103412. ⟨10.1016/j.cemconcomp.2019.103412⟩
Cement and Concrete Composites, 2019, 104, pp.103412. ⟨10.1016/j.cemconcomp.2019.103412⟩
Cement and Concrete Composites, Elsevier, 2019, 104, pp.103412. ⟨10.1016/j.cemconcomp.2019.103412⟩
Cement and Concrete Composites, 2019, 104, pp.103412. ⟨10.1016/j.cemconcomp.2019.103412⟩
International audience; Alkali-Silica Reaction (ASR) affects concrete and decreases its mechanical characteristics. However, for some reinforced concrete structures, the global mechanical behaviour can appear to be improved by ASR: for similar reinfo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f110e749f40d0f2dcbe7d8ae1f778e30
https://hal.insa-toulouse.fr/hal-02428591
https://hal.insa-toulouse.fr/hal-02428591
Publikováno v:
Applied Clay Science. 26:499-510
This article presents the numerical implementation of an elastoplastic behavior model suitable for estimating the damage produced when excavating galleries in deep argilite layers. The main rheological features of the model are related to post-peak b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8fb161500891a09f8db53267038a84e2
https://doi.org/10.1016/j.clay.2003.12.029
https://doi.org/10.1016/j.clay.2003.12.029
