Torsional strengthening of steel circular hollow sections (CHS) using CFRP composites
Author:
Funder
Recruitment Program of Global Experts
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference46 articles.
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1. Behaviour and design of high strength steel circular hollow section member under pure torsion;Thin-Walled Structures;2024-02
2. Effect of the CFRP length and beam curvature on the strength gain of CFRP-strengthened vertically curved circular hollow sections: an experimental study;Australian Journal of Multi-Disciplinary Engineering;2024-01-22
3. Behaviour of High Strength Steel Circular Hollow Section Subjected to Torsion—A Finite Element Study;Lecture Notes in Civil Engineering;2023-08-22
4. Fatigue failure mechanisms and probabilistic S-N curves for CFRP–steel adhesively bonded joints;International Journal of Fatigue;2023-03
5. Evaluating performance of the post-tensioned tapered steel beams with shape memory alloy tendons;EARTHQ STRUCT;2022
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