Performance of UHP-SWSSC-Filled CFRP and GFRP Tubes under Combined Sustained Load and Seawater Exposure-Reference-Cited by-同舟云学术

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Performance of UHP-SWSSC-Filled CFRP and GFRP Tubes under Combined Sustained Load and Seawater Exposure

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:

Saleh Shameer¹,Hamed Ehab²^ORCID,Zhao Xiao-Ling³

Affiliation:

1. School of Civil and Environmental Engineering, UNSW Sydney, Sydney, NSW 2052, Australia.

2. Associate Professor, School of Civil and Environmental Engineering, UNSW Sydney, Sydney, NSW 2052, Australia. ORCID: .

3. Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4628

Reference62 articles.

1. ACI (American Concrete Institute). 2005. Guide to factors affecting shrinkage and creep of hardened concrete. ACI Committee 209.1R-05. Farmington Hills, MI: ACI.

2. ACI (American Concrete Institute). 2008. Prediction of creep, shrinkage, and temperature effects in concrete structures. ACI Committee 209-92. Detroit, MI: ACI.

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

4. Behavior of Hollow-Core Steel-Concrete-Steel Columns Subjected to Torsion Loading

5. Effect of Sequential Exposure to UV Radiation and Water Vapor Condensation and Extreme Temperatures on the Mechanical Properties of GFRP Bars

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