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

عرض إصدارات أخرى (1)

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...

وصف كامل

التفاصيل البيبلوغرافية
الحاوية / القاعدة:	Fracture and Structural Integrity
المؤلفون الرئيسيون:	Karim Benyahi, Mohand Said Kachi, Youcef Bouafia, Salma Barboura, Jia Li
التنسيق:	مقال
اللغة:	الإنجليزية
منشور في:	Gruppo Italiano Frattura 2021-06-01
الموضوعات:	Nonlinearity Reinforced concrete Shear Reliability Probability of failure
الوصول للمادة أونلاين:	https://www.fracturae.com/index.php/fis/article/view/3057

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