Postyielding Behavior of Single Angles Bent around the Major Principal Axis-Reference-Cited by-同舟云学术

Postyielding Behavior of Single Angles Bent around the Major Principal Axis

Published:2020-12 Issue:12 Volume:146 Page:04020263
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Huang Dejian¹,Zhang Wenjing²,Chen Yiyi³,Dong Baiping⁴

Affiliation:

1. Research Student, State Key Laboratory of Disaster Reduction in Civil Engineering, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

2. Graduate Student, State Key Laboratory of Disaster Reduction in Civil Engineering, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

3. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

4. Associate Professor, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

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.0002803

Reference19 articles.

1. Analysis of equal leg single-angle section beams subjected to biaxial bending and constant axial compressive force

2. Experimental and code based study of beam–column behaviour of equal leg single-angles

3. On single angle major axis flexure

4. Single Angle Geometric Axis Flexural Compactness Criteria: Horizontal Leg Tension

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