Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Karim Benyahi"'
Publikováno v:
Frattura ed Integrità Strutturale, Vol 15, Iss 58, Pp 319-343 (2021)
This work deals with the coupling between a periodic homogenization procedure, and a damage process occurring in a Representative Volume Element (RVE) of inclusion composite materials. We mainly seek, on the one hand to determine the effective mechan
Externí odkaz:
https://doaj.org/article/5d4d35fa71be41d083652d6137eca4ec
Publikováno v:
Frattura ed Integrità Strutturale, Vol 15, Iss 57, Pp 195-222 (2021)
The object of this article is to be able to simulate the behavior of reinforced and/or prestressed concrete beam�s section in the shear loading through a model allowing the evaluation of nonlinear strains caused by shear, while taking into account
Externí odkaz:
https://doaj.org/article/7a2644fb38b34151a6cc220631772adc
Publikováno v:
Journal of Materials and Engineering Structures, Vol 8, Iss 1, Pp 61-82 (2021)
Numerical simulation of simple and composed bending behaviour of reinforced concrete spatial structure elements with circular cross section in the field of nonlinear elasticity, require a particular modeling’s technique of the cross section shape b
Externí odkaz:
https://doaj.org/article/a81fda8b44c94df78feae66b47d62aa7
Autor:
Djamel, Fellah, Salma, Barboura, Thileli, Tilmatine, Karim, Benyahi, Said, Kachi Mohand, Li Jia, Youcef, Bouafia
Publikováno v:
Fracture & Structural Integrity / Frattura ed Integrità Strutturale; Jan2024, Issue 67, p58-79, 22p
Publikováno v:
World Journal of Engineering. 19:605-619
Purpose The purpose of this study, is to deals with capacity design (strong column – weak beam) in reinforced concrete frames, slightly slender, which depends on the determination of a capacity ratio necessary to reach a structural plastic mechanis
Publikováno v:
Asian Journal of Civil Engineering. 23:17-37
Publikováno v:
World Journal of Engineering. 20:522-543
Purpose The calculation and design of the structures are carried out with the aim of obtaining a sufficiently ductile behavior to allow the structure to undergo displacements, without risk of sudden breaks or loss of stability. The purpose of this st
Publikováno v:
Frattura ed Integrità Strutturale, Vol 15, Iss 58, Pp 319-343 (2021)
Frattura ed Integrità Strutturale; Vol. 15 No. 58 (2021): October 2021; 319-343
Frattura ed Integrità Strutturale; V. 15 N. 58 (2021): October 2021; 319-343
Frattura ed Integrità Strutturale; Vol. 15 No. 58 (2021): October 2021; 319-343
Frattura ed Integrità Strutturale; V. 15 N. 58 (2021): October 2021; 319-343
This work deals with the coupling between a periodic homogenization procedure, and a damage process occurring in a Representative Volume Element (RVE) of inclusion composite materials. We mainly seek, on the one hand to determine the effective mechan
Publikováno v:
Frattura ed Integrità Strutturale, Vol 15, Iss 57, Pp 195-222 (2021)
Frattura ed Integrità Strutturale, Vol 15, Iss 57 (2021)
Frattura ed Integrità Strutturale; Vol. 15 No. 57 (2021): July 2021; 195-222
Frattura ed Integrità Strutturale; V. 15 N. 57 (2021): July 2021; 195-222
Frattura ed Integrità Strutturale, Vol 15, Iss 57 (2021)
Frattura ed Integrità Strutturale; Vol. 15 No. 57 (2021): July 2021; 195-222
Frattura ed Integrità Strutturale; V. 15 N. 57 (2021): July 2021; 195-222
The object of this article is to be able to simulate the behavior of reinforced and/or prestressed concrete beam’s section in the shear loading through a model allowing the evaluation of nonlinear strains caused by shear, while taking into account
Publikováno v:
International Journal of Steel Structures. 21:1063-1081
Composite steel–concrete structures are commonly used in the field of bridges, where the steel frame provides great ease of installation, and concrete provides useful strength at low cost. This construction system makes it possible to seek to use e