Shear Behavior of Reinforced Concrete Beams without Transverse Reinforcement Based on Critical Shear Displacement-Reference-Cited by-同舟云学术

Shear Behavior of Reinforced Concrete Beams without Transverse Reinforcement Based on Critical Shear Displacement

Published:2017-01 Issue:1 Volume:143 Page:04016146
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yang Yuguang¹,Walraven Joost²,Uijl Joop den³

Affiliation:

1. Assistant Professor, Faculty of Civil Engineering and Geosciences, Dept. of Structural Engineering, Delft Univ. of Technology, Stevinweg 1, 2628 CN Delft, Netherlands (corresponding author).

2. Emeritus Professor, Faculty of Civil Engineering and Geosciences, Dept. of Structural Engineering, Delft Univ. of Technology, Stevinweg 1, 2628 CN Delft, Netherlands.

3. Emeritus Associated Professor, Faculty of Civil Engineering and Geosciences, Dept. of Structural Engineering, Delft Univ. of Technology, Stevinweg 1, 2628 CN Delft, Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001608

Reference39 articles.

1. Recent Approaches to Shear Design of Structural Concrete

2. Size effect on diagonal shear failure of beams without stirrups;Bažant Z. P.;ACI Struct. J.,1991

3. Size effect in shear failure of longitudinal reinforced beams;Bažant Z. P.;ACI J.,1984

4. Stability of parallel cracks in solids reinforced by bars

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