Fatigue Behavior of Basalt Fiber-Reinforced Polymer Tendons for Prestressing Applications-Reference-Cited by-同舟云学术

Fatigue Behavior of Basalt Fiber-Reinforced Polymer Tendons for Prestressing Applications

Published:2016-06 Issue:3 Volume:20 Page:04015079
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Wang Xin¹,Shi Jianzhe²,Wu Zhishen³,Zhu Zhongguo⁴

Affiliation:

1. Professor, Key Laboratory of C&PC Structures Ministry of Education, Southeast Univ., Nanjing, China; National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast Univ., Nanjing 210096, China.

2. Ph.D. Candidate, Key Laboratory of C&PC Structures Ministry of Education, Southeast Univ., Nanjing 210096, China.

3. Professor, Key Laboratory of C&PC Structures Ministry of Education, Southeast Univ., Nanjing, China; National and Local Unified Engineering Research Center for Basalt Fiber Production and Application Technology, Southeast Univ., Nanjing 210096, China (corresponding author).

4. Research and Development Supervisor, Composites Division, Jiangsu Green Materials Valley New Material T&D Co., Ltd., No. 2, Jialingjiang East St. 18, Nanjing 210004, 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000649

Reference29 articles.

1. ACI (American Concrete Institute). (2004a). “Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3R-04 Farmington Hills MI.

2. ACI (American Concrete Institute). (2004b). “Prestressing concrete structures with FRP tendons.” ACI 440.4R-04 Farmington Hills MI.

3. ASTM. (2010). “Standard practice for statistical analysis of linear or linearized stress life (S-N) and strain life (ε-N) fatigue data.” ASTM E739-10 West Conshohocken PA.

4. Failure Behavior of Precracked Concrete Beams Retrofitted with FRP

5. Evaluation and prediction of temperature-dependent tensile strength of unidirectional carbon fiber-reinforced polymer composites

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