Compressive Behavior of Concrete-Filled Filament-Wound FRP Tubes with Local Tube Damage

Author:

Lin Guan1,Xiang Yu2ORCID

Affiliation:

1. Associate Professor, Dept. of Ocean Science and Engineering, Southern Univ. of Science and Technology, Shenzhen, Guangdong 518055, China; Former Research Assistant Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

2. Research Assistant Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference39 articles.

1. AASHTO. 2012. LRFD guide specifications for design of concrete-filled FRP tubes for flexural and axial members. 1st ed. Washington, DC: AASHTO.

2. ACI (American Concrete Institute). 2017. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R. Farmington Hills, MI: ACI.

3. Confinement model for concrete wrapped with fiber reinforced cementitious mortar;Adheem A. H.;Constr. Build. Mater.,2021

4. ASTM. 2019. Standard test method for apparent hoop tensile strength of plastic or reinforced plastic pipe by split disk method. ASTM D2290. West Conshohocken, PA: ASTM.

5. ASTM. 2022. Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. ASTM C469. West Conshohocken, PA: ASTM.

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