Bond Durability of GFRP and BFRP Bars embedded in PVA Fiber–Reinforced Seawater and Sea-Sand Concrete under Seawater Freeze

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Bond Durability of GFRP and BFRP Bars embedded in PVA Fiber–Reinforced Seawater and Sea-Sand Concrete under Seawater Freeze–Thaw Cycles

Published:2024-10 Issue:5 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Zhou Junlong¹,Li Dongsheng²,Zhang Zhikang³

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Dalian University of Technology, Dalian 116024, China.

2. Professor, School of Civil Engineering, State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China (corresponding author).

3. School of Civil Engineering, Dalian University of Technology, Dalian 116024, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4591

Reference66 articles.

1. Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions

2. ACI (American Concrete Institution). 2015. Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars. ACI PRC-440.1-15. Farmington Hills, MI: ACI.

3. Thermal expansion and swelling of cured epoxy resin used in graphite/epoxy composite materials

4. Bond durability of sand coated and ribbed basalt FRP bars embedded in high-strength concrete

5. ASTM. 2002. Standard test methods for water absorption of plastics. ASTM D570. West Conshohocken, PA: ASTM.

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