Zobrazeno 1 - 6
of 6
pro vyhledávání: '"W. M. Pereira Junior"'
Autor:
L. L. M. Pereira, D. C. Santos, M. H. M. Moraes, G. M. Gonçalves Filho, E. M. Ancioto Junior, W. M. Pereira Junior, M. J. P. Dantas
Publikováno v:
Trends in Computational and Applied Mathematics, Vol 21, Iss 3 (2020)
A treliça é uma estrutura triangular rígida, com resistência aos esforços normais, podendo ser utilizada em telhados, mezaninos, torres de energia de telecomunicações e pontes. Logo é possível armar que esse sistema estrutural apresenta uma
Externí odkaz:
https://doaj.org/article/79fc48d68f1c4cefbcc8a8f60ce8c9ff
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 9, Iss 2, Pp 153-191
ABSTRACT This work deals with numerical modeling of the mechanical behavior of steel-fiber-reinforced concrete beams using a constitutive model based on damage mechanics. Initially, the formulation of the damage model is presented. The concrete is as
Externí odkaz:
https://doaj.org/article/ff5f59044fcc4754959c8d30ade21bb5
Publikováno v:
Arabian Journal for Science and Engineering. 48:4751-4767
Autor:
W. M. Pereira Junior, Romes Antonio Borges, Daniel de Lima Araújo, José Julio de Cerqueira Pituba
Publikováno v:
Soft Computing. 25:8797-8815
Concrete is a material of utmost importance in construction, and therefore various numerical models have been developed to satisfactorily represent its observed behavior. Within this perspective, damage models stand out, especially isotropic damage o
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 8, Iss 1, Pp 49-65
Revista IBRACON de Estruturas e Materiais v.8 n.1 2015
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais v.8 n.1 2015
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
This work deals with an improvement of an anisotropic damage model in order to analyze reinforced concrete structures submitted to reversal loading. The original constitutive model is based on the fundamental hypothesis of energy equivalence between
Autor:
J. J. C. Pituba, W. M. Pereira Júnior
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 8, Iss 1, Pp 49-65
This work deals with an improvement of an anisotropic damage model in order to analyze reinforced concrete structures submitted to reversal loading. The original constitutive model is based on the fundamental hypothesis of energy equivalence between
Externí odkaz:
https://doaj.org/article/9fffcda05e164cac9ed1308b8a477c7c