Bond-slip effect in novel steel box-concrete composite structures part Ⅱ: Long-term loading-Reference-Cited by-同舟云学术

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Bond-slip effect in novel steel box-concrete composite structures part Ⅱ: Long-term loading

Published:2023-04 Issue: Volume:50 Page:1897-1905
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Chen Hongbing,Zeng Jiajin,Zhao He^ORCID,Liu Xiaogang

Funder

Beijing Nova Program

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference31 articles.

1. Preliminary design and application of steel-box concrete composite beam;Shu;J China Civ Eng,2011

2. Torsional behavior analysis for steel-box concrete beam;Shu;Eng Mech,2007

3. Test and analysis on local buckling behavior of concrete-filled steel box composite beam;Mo;J Railway Sci Eng,2007

4. Design theory and experimental study for flexural strength of steel box concrete composite beam;Zhong;Strategic Study CAE,2008

5. Long-term behavior of segmentally-erected prestressed concrete box-girder bridges;Hedjazi;Struct Eng Mech,2005

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Bond-slip performance of water cooling steel-reinforced high-strength concrete after high temperature;Case Studies in Construction Materials;2023-12

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