Reliability assessment of the behavior of reinforced and/or prestressed concrete beams sections in shear failure

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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 the real behavior of the materials. In this approach...

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Bibliographic Details
Published in:Fracture and Structural Integrity
Main Authors: Karim Benyahi, Mohand Said Kachi, Youcef Bouafia, Salma Barboura, Jia Li
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2021-06-01
Subjects:
Nonlinearity
Reinforced concrete
Shear
Reliability
Probability of failure
Online Access:https://www.fracturae.com/index.php/fis/article/view/3057

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https://www.fracturae.com/index.php/fis/article/view/3057

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