Experimental study and failure mechanism analysis at the meso-scale of the fatigue performance of a CFRP tendon novel composite anchorage-Reference-Cited by-同舟云学术

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Experimental study and failure mechanism analysis at the meso-scale of the fatigue performance of a CFRP tendon novel composite anchorage

Published:2023-12 Issue: Volume:58 Page:105449
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Mei Kuihua,Li Yu,Wang Yuanzhi,Li Xue,Jia Wenke,Sun Shengjiang

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference46 articles.

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

2. Enhancement of basalt FRP by hybridization for long-span cable-stayed bridge;Wang;Compos Part B-Eng,2013

3. Durability and fatigue of basalt fiber-reinforced polymer bars gripped with steel wedge anchors;El Refai;J Compos Constr,2013

4. Development of flexural capacity of a FRP prestressed beam with vertically distributed tendons;Dolan;Compos Part B-Eng,2002

5. A review of the present and future utilization of FRP composites in the civil infrastructure with reference to their important in-service properties;Hollaway;Constr Build Mater,2010

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