Fatigue Performance of Ballastless Track Slabs Reinforced with BFRP and SFCB-Reference-Cited by-同舟云学术

Fatigue Performance of Ballastless Track Slabs Reinforced with BFRP and SFCB

Published:2017-02 Issue:1 Volume:21 Page:04016069
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Yang Yang¹,Wu Gang²,Wu Zhi-Shen³

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210018, China.

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210018, China (corresponding author).

3. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210018, 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.1943-5614.0000728

Reference31 articles.

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

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

3. Chinese National Standard. (2010). “Code for design of concrete structures.” GB 50010-2010 China Building Industry Press Beijing (in Chinese).

4. Chinese Railway Standard. (2005). “Design code for reinforced and prestressed concrete structures of railway bridge and culvert.” TB10002.3-2005 China Railway Publishing House Beijing (in Chinese).

5. Chinese Railway Standard. (2008). “The technical specification of ZPW-2000 track circut.” TB/T3206-2008 China Railway Publishing House Beijing (in Chinese).

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