Nonlinear Finite Element Modeling of Shear-Critical Reinforced Concrete Beams Using a Set of Interactive Constitutive Laws-Reference-Cited by-同舟云学术

Nonlinear Finite Element Modeling of Shear-Critical Reinforced Concrete Beams Using a Set of Interactive Constitutive Laws

Published:2016-05-25 Issue:8 Volume:14 Page:507-519
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Broujerdian Vahid,Kazemi Mohammad Taghi

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s40999-016-0024-3.pdf

Reference43 articles.

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2. CEB (1997) Concrete Tension and Size Effect, Contribution from CEB Task Group 2.7, Comité Euro-International du Béton, Lausanne, Switzerland

3. Lucas W, Oehlers DJ, Ali M (2011) Formulation of a shear resistance mechanism for inclined cracks in RC beams. J Struct Eng ASCE 137(12):1480–1488

4. Arslan G (2008) Cracking shear strength of RC slender beams without stirrups. J Civil Eng Manage 14(3):177–182

5. Pérez Caldentey A, Padilla P, Muttoni A, Fernández RM (2012) Effect of load distribution and variable depth on shear resistance of slender beams without stirrups. ACI Struct J 109(5):595–603

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