Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Marina Bottoni"'
Autor:
François Voldoire, Tulio Honorio, Cécile Oliver-Leblond, Fabrice Gatuingt, Marina Bottoni, Mihaja Razafimbelo, Guillaume Hervé-Secourgeon, Ahmad Kameh, Souheil Habib, Florian Escoffier, Estelle Hervé-Secourgeon
Publikováno v:
Nuclear Engineering and Design
Nuclear Engineering and Design, Elsevier, 2021, 385, pp.111541. ⟨10.1016/j.nucengdes.2021.111541⟩
Nuclear Engineering and Design, 2021, 385, pp.111541. ⟨10.1016/j.nucengdes.2021.111541⟩
Nuclear Engineering and Design, Elsevier, 2021, 385, pp.111541. ⟨10.1016/j.nucengdes.2021.111541⟩
Nuclear Engineering and Design, 2021, 385, pp.111541. ⟨10.1016/j.nucengdes.2021.111541⟩
The design of nuclear civil structures based on rules in European standards makes extensive use of the Finite Element Method (FEM). The size and complexity of the models are continuously increasing. Lately, the post-processing of the FEM results has
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6d888c290c322df1314285cec2ebf847
https://hal.archives-ouvertes.fr/hal-03420820/file/HAL_NED_structural_optimisation_Herve-Secourgeon_et_al.pdf
https://hal.archives-ouvertes.fr/hal-03420820/file/HAL_NED_structural_optimisation_Herve-Secourgeon_et_al.pdf
Publikováno v:
Composite Structures. 108:514-523
In this paper, experimental long-term tests on pultruded GFRP specimens are presented. Specimens have been subjected to constant traction and shear forces for about 760 days. The tests have been performed under controlled temperature (20 °C) and hum
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fcfc70aebfd62fab7332bfd4dd92271c
https://doi.org/10.1016/j.compstruct.2013.09.057
https://doi.org/10.1016/j.compstruct.2013.09.057
Publikováno v:
Revue européenne de génie civil. 13:727-744
These results of an experimental test on a beam built in two phases are described. The beam is made of two concretes, cast at different times and with different strengths. The aim of the experimentation is to study the effect of the construction phas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7304e998624a1641b6d3b570483e3219
https://doi.org/10.3166/ejece.13.727-744
https://doi.org/10.3166/ejece.13.727-744
Publikováno v:
Engineering Structures
Engineering Structures, Elsevier, 2015, 99, pp.346-359. ⟨10.1016/j.engstruct.2015.05.005⟩
Engineering Structures, Elsevier, 2015, 99, pp.346-359. ⟨10.1016/j.engstruct.2015.05.005⟩
In this contribution, a method to track the crack path from a continuum finite element simulation using failure material models is presented. The work belongs to a larger project, aiming at extracting the crack opening a posteriori of a continuum fin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b25335468c544ce4f9dd79b37cee95ae
https://hal.archives-ouvertes.fr/hal-01545335
https://hal.archives-ouvertes.fr/hal-01545335
Autor:
Marina Bottoni, Frédéric Dufour
Publikováno v:
Computational Modelling of Concrete Structures
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec1add14ce0835a3038d4d5b4b3e0749
https://doi.org/10.1201/b10546-33
https://doi.org/10.1201/b10546-33
A finite element model for orthotropic thin-walled beams subject to long-term loadings is presented. The hypothesis, rather usual for thin-walled beams, of cross-sections remaining undistorted in their own planes after deformation is introduced, so r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4ed8a8973eded0142c1a4e5702c57b97
http://hdl.handle.net/11585/67654
http://hdl.handle.net/11585/67654