Size effects in beams with small shear span-to-depth ratios-Reference-Cited by-同舟云学术

Size effects in beams with small shear span-to-depth ratios

Published:2004-01 Issue:2-3 Volume:82 Page:143-156
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Kotsovos Michael D.,Pavlović Milija N.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference24 articles.

1. How safe are our large reinforced concrete beams;Kani;ACI J.,1967

2. Reinhardt HW. Similitude of brittle fracture of structural concrete. In: Advanced Mechanics of Reinforced Concrete, IABSE Colloquium, 1988. p. 175–84

3. Size effect in shear failure of longitudinally reinforced beams;Bazant;ACI J.,1984

4. Size effect on diagonal shear of beams without stirrups;Bazant;ACI Struct. J.,1991

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5. 3D Finite Element Modeling of GFRP-Reinforced Concrete Deep Beams without Shear Reinforcement;International Journal of Computational Methods;2017-09-28