Ultimate strength of horizontally curved I-girders with round concrete-filled tubular flange-Reference-Cited by-同舟云学术

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Ultimate strength of horizontally curved I-girders with round concrete-filled tubular flange

Published:2021-02 Issue: Volume:177 Page:106445
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Gao Fei,Zuo Guoji,Deng Lixia,Yang Fan

Funder

Natural Science Foundation of Hubei Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. Large displacement theory of thin-walled curved members and its application to lateral-torsional buckling analysis of circular arches;Usami;Int. J. Solids Struct.,1980

2. Effect of curvature on stability of curved beams;Yang;J. Struct. Eng.,1987

3. A general linear theory for thin-walled curved beams with open sections;Xu;Eng. Mech.,2002

4. Nonlinear elastic behavior of I-beams curved in plan;Pi;J. Struct. Eng.,1997

5. Inelastic analysis and behavior of steel I-beams curved in plan;Pi;J. Struct. Eng.,2000

Cited by 2 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. Experimental and theoretical investigation on flexural behavior of concrete-filled tubular flange girders;Engineering Structures;2024-10

2. Numerical and theoretical analysis of normal stress distribution in flanges of I-girders with trapezoidal corrugated webs under uniform bending;Engineering Structures;2023-09

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