Zobrazeno 1 - 10
of 68
pro vyhledávání: '"Lucas Adelaide"'
Autor:
Mezgeen Rasol, Franziska Schmidt, Silvia Ientile, Lucas Adelaide, Boumediene Nedjar, Malal Kane, Christophe Chevalier
Publikováno v:
Remote Sensing, Vol 13, Iss 18, p 3729 (2021)
Skid resistance is a significant feature that provides consistent traffic safety management for road pavements. An appropriate level of Skid resistance describes the contribution that the pavement surface makes to tire/road friction, and the surface
Externí odkaz:
https://doaj.org/article/167431b5e05f45618fa44ea05b6062fe
Autor:
Silvia Ientile, Guillame Bianne, Christophe Chevalier, Franziska Schmidt, Mezgeen Rasol, Andre Orcesi, Lucas Adelaide, Boumediene Nedjar
Publikováno v:
Bridge Engineering
In complex networks such as road infrastructure systems, disruptive events have direct consequences (loss of lives, structural damage, economic losses, etc.) related to the sub-system level directly affected, as well as indirect consequences on the o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8ca7be2de3e79a99a6e91961be92d004
https://doi.org/10.1680/jbren.21.00098
https://doi.org/10.1680/jbren.21.00098
Autor:
Christophe Chevalier, Silvia Ientile, Franzsika Schmidt, André Orcesi, Boumediene Nedjar, Lucas Adelaide
Publikováno v:
Risk Analysis XII
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::92a4641ae8220dd389e183482da77554
https://doi.org/10.2495/risk200171
https://doi.org/10.2495/risk200171
Autor:
L. Trenty, X. Bourbon, Thierry Chaussadent, Véronique Bouteiller, Lucas Adelaide, O. Loukil, Marc Quiertant, Frédéric Ragueneau
Publikováno v:
RILEM Bookseries ISBN: 9783319902357
Steel reinforcement corrosion is the predominant cause of deterioration of reinforced concrete structures. Corrosion products can induce concrete cracking, loss of adhesion at the steel-concrete interface, loss of reinforcing bar cross-section, and e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c036dd2ba2d96ad2b8a0fdd48d32fd5b
https://doi.org/10.1007/978-3-319-90236-4_10
https://doi.org/10.1007/978-3-319-90236-4_10
Publikováno v:
Structural Safety. 39:14-21
Structural reliability is nowadays largely used to take into account uncertainties related to the input data of a structural model. When the structural response becomes complex, the mechanical model is designed within the framework of the finite elem
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f046b04fd97646f593a39b7e8ae454cd
https://doi.org/10.1016/j.strusafe.2012.05.001
https://doi.org/10.1016/j.strusafe.2012.05.001
Publikováno v:
European Journal of Mechanics-A/Solids
European Journal of Mechanics-A/Solids, Elsevier, 2011, 30 (6), pp. 950-961. ⟨10.1016/j.euromechsol.2011.06.002⟩
European Journal of Mechanics-A/Solids, Elsevier, 2011, 30 (6), pp. 950-961. ⟨10.1016/j.euromechsol.2011.06.002⟩
Taking into account the specific behavior of the steel/concrete interface is of primary importance to predict properly the structural response of RC structures. Several constitutive models have been proposed in the literature within the framework of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6939c7c42564dacf215361211235c3d0
https://doi.org/10.1016/j.euromechsol.2011.06.002
https://doi.org/10.1016/j.euromechsol.2011.06.002
Publikováno v:
Engineering Fracture Mechanics
Engineering Fracture Mechanics, Elsevier, 2010, 77 (6), p 951-973. ⟨10.1016/j.engfracmech.2010.01.017⟩
Engineering Fracture Mechanics, 2010, 77 (6), p 951-973. ⟨10.1016/j.engfracmech.2010.01.017⟩
Engineering Fracture Mechanics, Elsevier, 2010, 77 (6), p 951-973. ⟨10.1016/j.engfracmech.2010.01.017⟩
Engineering Fracture Mechanics, 2010, 77 (6), p 951-973. ⟨10.1016/j.engfracmech.2010.01.017⟩
This paper presents a new constitutive law for modelling the steel/concrete interface by including main corrosion effects. A three-dimensional formulation has been proposed based on continuum damage mechanics. The theoretical framework of the thermod
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0f0c6910b037948a1c2eab54ee0e1063
https://doi.org/10.1016/j.engfracmech.2010.01.017
https://doi.org/10.1016/j.engfracmech.2010.01.017
Publikováno v:
European Journal of Environmental and Civil Engineering
European Journal of Environmental and Civil Engineering, 2012, 16 (3-4), pp. 414-439. ⟨10.1080/19648189.2012.667990⟩
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2012, 16 (3-4), pp. 414-439. ⟨10.1080/19648189.2012.667990⟩
European Journal of Environmental and Civil Engineering, 2012, 16 (3-4), pp. 414-439. ⟨10.1080/19648189.2012.667990⟩
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2012, 16 (3-4), pp. 414-439. ⟨10.1080/19648189.2012.667990⟩
One of major causes responsible for the performance loss of reinforced concrete structures is the corrosion phenomenon. Thereby, taking into account the local effects of the steel/concrete interface is of primary importance to predict properly the re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b9777a18d07dea4abf9993bb9a8786ea
https://hal.science/hal-00851457
https://hal.science/hal-00851457
Publikováno v:
Engineering Structures
Engineering Structures, 2012, 41, pp. 356-372. ⟨10.1016/j.engstruct.2012.03.053⟩
Engineering Structures, Elsevier, 2012, 41, pp. 356-372. ⟨10.1016/j.engstruct.2012.03.053⟩
Engineering Structures, 2012, 41, pp. 356-372. ⟨10.1016/j.engstruct.2012.03.053⟩
Engineering Structures, Elsevier, 2012, 41, pp. 356-372. ⟨10.1016/j.engstruct.2012.03.053⟩
Robust updating of parametric probabilistic models in the context of nonlinear structural mechanics represents a great challenge. A framework based on the combined use of structural reliability theory and Bayesian networks is proposed. The methodolog
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8ace39e4adb57d38508d8b45237961a9
https://hal.science/hal-00874831
https://hal.science/hal-00874831
Publikováno v:
European Journal of Environmental and Civil Engineering
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2012, 16 (3-4), pp 460-470. ⟨10.1080/19648189.2012.667999⟩
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2012, 16 (3-4), pp 460-470. ⟨10.1080/19648189.2012.667999⟩
This paper is devoted to presenting an updated approach based on the use of Bayesian networks. This methodology aims to update the statistical parameters related to a mechanical model thanks to experimental data. The proposed updating process has bee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ab7d6d0eaae7fefc8adccd6ddf885c59
https://hal.archives-ouvertes.fr/hal-00904262
https://hal.archives-ouvertes.fr/hal-00904262