Local Buckling Behavior of Hybrid Steel I-Sections under Uniform Bending: Moment-Rotation Characteristic-Reference-Cited by-同舟云学术

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Local Buckling Behavior of Hybrid Steel I-Sections under Uniform Bending: Moment-Rotation Characteristic

Published:2024-11 Issue:11 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen Shuxian¹,Liu Jun-Zhi²,Chan Tak-Ming³^ORCID

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Yuk Choi Rd., Hong Kong 999077, China.

2. Associate Professor, School of National Safety and Emergency Management, Beijing Normal Univ., Zhuhai 519087, China.

3. Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Yuk Choi Rd., Hong Kong 999077, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13401

Reference24 articles.

1. AASHTO. 2020. AASHTO LRFD bridge design specification. 9th ed. Washington, DC: AASHTO.

2. Experimental review of thermal analysis of dissimilar welds of High-Strength Steel

3. Chen S. X. 2022. “Local buckling behaviour of high strength steel and hybrid I-sections.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Hong Kong Polytechnic Univ.

4. Design for local buckling behaviour of welded high strength steel I-sections under bending

5. Local buckling behaviour of high strength steel and hybrid I-sections under axial compression: Numerical modelling and design

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