Zobrazeno 1 - 10
of 51
pro vyhledávání: '"M. A. S. Castro"'
Publikováno v:
MRS Bulletin. 45:969-971
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4625d94a6a726e0a60bfc056b89624d4
https://doi.org/10.1557/mrs.2020.292
https://doi.org/10.1557/mrs.2020.292
Autor:
Montenegro M., Llambí S., Castro G.,Barlocco N., Vadell A., Landi V., Delgado J.V., Martínez A.
Publikováno v:
Actas Iberoamericanas de Conservación Animal, Vol 2, Pp 203-205 (2012)
Externí odkaz:
https://doaj.org/article/306b874f319846dbbe0dd042a8b0250d
Publikováno v:
Composites Part C: Open Access, Vol 4, Iss, Pp 100122-(2021)
This paper presents a novel approach concerning the development of an orthotropic damage model for composite materials, based on the original plane stress Tsai–Wu failure criterion. In its original formulation, the Tsai–Wu is a mode-independent c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c195356d83aaf427205b86bcbcfed433
http://www.sciencedirect.com/science/article/pii/S2666682021000177
http://www.sciencedirect.com/science/article/pii/S2666682021000177
Publikováno v:
Mastology. 31
Silicone breast implants are commonly used, even for reconstruction after mastectomy in malignant disease. In this setting, the presence of suspicious lymphadenopathy should be investigated, because it could represent disease progression. A case of a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae077c64337f272975b9b8e9852b2d0a
https://doi.org/10.29289/2594539420200008
https://doi.org/10.29289/2594539420200008
Publikováno v:
Composite Structures. 195:60-73
This paper presents and discusses the numerical performance of a set of physically non-linear models applied together with Carrera’s Unified Formulation (CUF) for the analysis of beams. The main objective of this work is to assess the numerical eff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b6c689dc5719c9ff0cf9db6b21bbde8
https://doi.org/10.1016/j.compstruct.2018.03.107
https://doi.org/10.1016/j.compstruct.2018.03.107
Autor:
M.R.T. Arruda, Luís M. S. S. Castro, João R. Correia, Mario Garrido, António Ferreira, José Gonilha
Publikováno v:
Composites Part B: Engineering. 137:39-50
This paper presents some numerical investigations related to the use of a new approximation function to be applied in Carrera's Unified Formulation (CUF). The main objective is to study and assess the efficiency of the CUF, when Legendre approximatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48acd150172207a2bfb06ce2f421fd9d
https://doi.org/10.1016/j.compositesb.2017.10.040
https://doi.org/10.1016/j.compositesb.2017.10.040
Publikováno v:
Engineering Fracture Mechanics. 259:108129
This paper presents a modified Mazars damage model, based on a strain formulation, for the physically nonlinear analysis of concrete structures. The main objective is to propose a modified damage model, in which both tension and compression damage ev
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d647f26207dc80ec63dc38fcd46372d
https://doi.org/10.1016/j.engfracmech.2021.108129
https://doi.org/10.1016/j.engfracmech.2021.108129
Publikováno v:
Composite Structures. 183:103-113
Sandwich panels often need to be designed to sustain significant permanent loads, raising the need to accurately account for long-term creep deformation. However, the accurate prediction of creep in sandwich panels is not trivial, particularly owing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::106f1373e46b2936be6157fa357109fb
https://doi.org/10.1016/j.compstruct.2017.01.074
https://doi.org/10.1016/j.compstruct.2017.01.074
Autor:
M.R.T. Arruda, Luís M. S. S. Castro
Publikováno v:
Advances in Engineering Software. 153:102965
This paper presents and discusses a hybrid-mixed stress (HMS) finite element model for the static and dynamic analysis of 2D reinforced concrete frame structures. It is assumed a physically non-linear behaviour for both concrete and steel. In this mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::275967a04e051fbb7b8d275c9cd63bfa
https://doi.org/10.1016/j.advengsoft.2020.102965
https://doi.org/10.1016/j.advengsoft.2020.102965