Size effect in RC deep beams: Experimental investigation and STM verification-Reference-Cited by-同舟云学术

Size effect in RC deep beams: Experimental investigation and STM verification

Published:2007-12 Issue:12 Volume:29 Page:3241-3254
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhang Ning,Tan Kang-Hai

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

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

2. Walraven JC. Influence of member depth on the shear strength of lightweight concrete beams without shear reinforcement. Stevin Laboratory report no. 5-78-4. Delft University of Technology; 1978

3. Reinhardt HW. Similitude of brittle fracture of structural concrete. In: Advanced mechanics of reinforced concrete, IABSE colloquium, 34, Delft. 1981. p. 175–84

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

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

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