Fatigue life assessment of FRP cable for long-span cable-stayed bridge-Reference-Cited by-同舟云学术

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Fatigue life assessment of FRP cable for long-span cable-stayed bridge

Published:2019-02 Issue: Volume:210 Page:159-166
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Feng Bo,Wang Xin,Wu Zhishen

Funder

National Key Research and Development Plan

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference29 articles.

1. Fatigue failure analysis of stayed cables with initial defects: Ewijk bridge case study;Maljaars;Struct Saf,2014

2. Feasibility of a 1400 m span steel cable-stayed bridge;Nagai;J Bridge Eng,2004

3. Investigation on a 1000-m scale cable-stayed bridge with fiber composite cable;Wu,2008

4. Study of super long span cable-stayed bridges with CFRP components;Xiong;Eng Struct,2011

5. Performance of CFRP tendon–anchor assembly under fatigue loading;Elrefai;Compos Struct,2007

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4. Experimental investigation on post-impact bond performance of carbon fiber-reinforced polymer tendons in ultra-high performance concrete;Construction and Building Materials;2024-05

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