Stress Response Behaviors of Steel Wires at the Anchorage Part of Bridge Cables under Tension and Bending Coupling Loads-Reference-Cited by-同舟云学术

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Stress Response Behaviors of Steel Wires at the Anchorage Part of Bridge Cables under Tension and Bending Coupling Loads

Published:2024-05 Issue:5 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Sun Huahuai¹^ORCID,Tang Xiatong²,Wang Chunsheng³,Fan Ping⁴,Wang Laiyong⁴

Affiliation:

1. College of Civil Science and Engineering, Yangzhou Univ., Yangzhou 225127, China (corresponding author). ORCID: .

2. College of Civil Science and Engineering, Yangzhou Univ., Yangzhou 225127, China.

3. College of Highways, Chang’an Univ., Xi’an 710064, China.

4. Research Institute of Highway, Ministry of Transport, Beijing 100088, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6557

Reference38 articles.

1. Nonlinear response of elastic cables with flexural-torsional stiffness

2. Local Bending Stresses in Stay Cables with an Elastic Guide

3. Further determination of friction coefficients between high-strength zinc-coated steel wires in stay cables;Chen C.;J. Chongqing Jiaotong Univ.,2012

4. Experimental research on bending performance of structural cable

5. Stresses in Multilayered Cables

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