Enhancement of FRP Cable Anchor System: Optimization of Load Transfer Component and Full-Scale Cable Experiment-Reference-Cited by-同舟云学术

Enhancement of FRP Cable Anchor System: Optimization of Load Transfer Component and Full-Scale Cable Experiment

Published:2022-04 Issue:2 Volume:26 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Zhou Jingyang¹,Wang Xin²^ORCID,Peng Zheqi¹,Wu Zhishen³,Wei Xing⁴

Affiliation:

1. Ph.D. Candidate, Key Laboratory of C & PC Structures Ministry of Education, Southeast Univ., Nanjing 211189, China.

2. Professor, Key Laboratory of C & PC Structures Ministry of Education, Southeast Univ., Nanjing 211189, China; National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: https://orcid.org/0000-0003-4504-8502.

3. Professor, Key Laboratory of C &PC Structures Ministry of Education, Southeast Univ., Nanjing 211189, China; National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast Univ., Nanjing 211189, China.

4. GM, Jiangsu Green Materials Valley New Material T&D Co., Ltd., Nanjing 210019, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0001196

Reference41 articles.

1. Experimental and Analytical Investigation of a Stainless Steel Anchorage for CFRP Prestressing Tendons

2. Development and Assessment of a New CFRP Rod–Anchor System for Prestressed Concrete

3. Simplified Anchor System for CFRP Rods

4. A numerical investigation on the performance of composite anchors for CFRP tendons

5. A genetic algorithm-based multi-objective optimization for hybrid fiber reinforced polymeric deck and cable system of cable-stayed bridges

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