Zobrazeno 1 - 3
of 3
pro vyhledávání: '"João Paulo Matos Xavier"'
Publikováno v:
Revista Ingenio, Vol 18, Iss 1, Pp 25-32 (2021)
From the implementation of analytical solutions for thin rectangular slabs using the Finite Difference Method, the present paper was developed with the purpose of comparing the determined efforts in a concrete plate with those that would be found usi
Externí odkaz:
https://doaj.org/article/fd2a3902b0254ea98cbabd8e3d4b2a45
Publikováno v:
Revista Ingenio, Vol 18, Iss 1, Pp 25-32 (2021)
From the implementation of analytical solutions for thin rectangular slabs using the Finite Difference Method, the present paper was developed with the purpose of comparing the determined efforts in a concrete plate with those that would be found usi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4309cd4bff19d6eacb37a1fdd0b16e3b
https://doaj.org/article/fd2a3902b0254ea98cbabd8e3d4b2a45
https://doaj.org/article/fd2a3902b0254ea98cbabd8e3d4b2a45
Autor:
Lineu José Pedroso, João Paulo Matos Xavier, Robson Lopes Pereira, Paulo Chaves de Rezende Martins
Publikováno v:
Journal of the Brazilian Society of Mechanical Sciences and Engineering. 42
The objective of this work is to evaluate the nonlinear behaviour of beam elements of structural concrete, subjected to asymmetric bending, delimited by two consecutive sections of discontinuity (cracks or open joints), considering the variable adhes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7eeebe89247edef5b571bb50a1e8bb5
https://doi.org/10.1007/s40430-019-2115-y
https://doi.org/10.1007/s40430-019-2115-y