Flexural Behavior of Steel–Concrete Composite Beams Considering Interlayer Slip-Reference-Cited by-同舟云学术

Flexural Behavior of Steel–Concrete Composite Beams Considering Interlayer Slip

Published:2019-09 Issue:9 Volume:145 Page:04019084
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Qinghua¹,Jia Donglin²,Bao Yi³,Dong Sheng⁴,Cheng Zhenyu⁵,Bu Yizhi¹

Affiliation:

1. Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China.

2. Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China (corresponding author).

3. Assistant Professor, Dept. of Civil, Environmental, and Ocean Engineering, Stevens Institute of Technology, 1 Castle Point Terrace, Hoboken, NJ 07030.

4. Master’s Student, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China.

5. Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, 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.0002374

Reference40 articles.

1. Abdel Aziz K. 1986. “Modèlisation et étude expérimentale de poutres mixtes acier-béton à connexion partielle ou espacé.” Ph.D. thesis Département de Génie Civil et Urbain Institut National des Sciences Appliquées des Rennes.

2. Mixed Formulation of Nonlinear Steel-Concrete Composite Beam Element

3. Composite Beams with Partial Interaction under Sustained Loads

4. Non-linear analysis of composite steel-concrete beams with incomplete interaction

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