Composite-Wedge Anchorage for Fiber-Reinforced Polymer Tendons-Reference-Cited by-同舟云学术

Composite-Wedge Anchorage for Fiber-Reinforced Polymer Tendons

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:

Shi Jianzhe¹,Wang Xin²^ORCID,Zhang Lei³,Wu Zhishen⁴,Zhu Zhongguo⁵

Affiliation:

1. Lecturer, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China; formerly Ph.D. Student, 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: .

3. Master’s Student, Key Laboratory of C & PC Structures Ministry of Education, Southeast Univ., Nanjing 211189, China.

4. 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.

5. Composites Division, 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.1943-5614.0001194

Reference26 articles.

1. ACI (American Concrete Institute) Committee 440. 2011. Prestressing concrete structure with FRP tendons. ACI 440.4R-04 (Reapproved 2011). Farmington Hills, MI: ACI.

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

3. Alsheraida, O. S., and S. Elgamal. 2015. “Performance of modified wedge anchorage system for pre-stressed FRP bars.” In Vol. 2 of Int. Conf. on Construction Engineering & Management. Paris, France: The World Academy of Science, Engineering and Technology.

4. Deformability of concrete beams with unbonded FRP tendons

5. Durability of FRP - concrete bonded joints in structural rehabilitation: A review

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