Elastic Lateral Torsional Buckling of I-Beams Strengthened While under Loading
Author:
Affiliation:
1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5 (corresponding author). ORCID: .
2. Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003479
Reference33 articles.
1. Lateral-torsional buckling of prismatic and tapered thin-walled open beams: assessing the influence of pre-buckling deflections
2. Design Considerations for Distortional Lateral Buckling
3. Finite element formulation for distortional lateral buckling of I-beams
4. Finite element analysis of torsional and torsional-flexural stability problems
5. Lateral–torsional buckling analysis of thin-walled beams including shear and pre-buckling deformation effects
Cited by 3 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. Mechanical behavior of the extended end-plate connections of a portal frame with various retrofitted constructions under loading;Structures;2024-05
2. Elastic Lateral Torsional Buckling of Beams Under External Moments: A New Type of Nonconservative Problem;International Journal of Structural Stability and Dynamics;2023-11-23
3. Design Expressions for Elastic Lateral Torsional Buckling Capacity of I-Beams Strengthened While under Loading;Journal of Structural Engineering;2023-07
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