Fatigue Behavior of a Composite Bridge Deck with Prestressed Basalt Fiber-Reinforced Polymer Shell and Concrete-Reference-Cited by-同舟云学术

Fatigue Behavior of a Composite Bridge Deck with Prestressed Basalt Fiber-Reinforced Polymer Shell and Concrete

Published:2020-10 Issue:10 Volume:25 Page:04020088
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Xin¹,Peng Zheqi²,Deng Wenjie³,Wu Zhishen⁴

Affiliation:

1. Professor, Key Laboratory of C & PC Structures Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author).

2. Ph.D. Candidate, National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, International Institute for Urban Systems Engineering, Southeast Univ., Nanjing 210096, China.

3. Engineer, China Railway Siyuan Survey and Design Group Co., Ltd, Wuhan 430063, China.

4. Professor, National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, International Institute for Urban Systems Engineering, Southeast Univ., Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001626

Reference38 articles.

1. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review

2. Investigations on behaviour of flexural deficient and CFRP strengthened reinforced concrete beams under static and fatigue loading

3. Fatigue Behavior and Prediction of NSM CFRP-Strengthened Reinforced Concrete Beams

4. Fatigue Behavior of a Steel-Free FRP–Concrete Modular Bridge Deck System

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