Compressive Behavior of FRP–UHPC/ECC–Steel Double-Skin Tubular Columns under Eccentric Loading

Author:

Chen G. M.1,Guo Y. Z.2,Lin Guan3ORCID,Xiong Y.4

Affiliation:

1. Professor, State Key Laboratory of Subtropical Building and Urban Science, South China Univ. of Technology, Guangzhou 510641, China.

2. Ph.D. Student, Dept. of Ocean Science and Engineering, Southern Univ. of Science and Technology, Shenzhen, Guangdong 518055, China; Former Master Student, State Key Laboratory of Subtropical Building and Urban Science, South China Univ. of Technology, Guangzhou 510641, China.

3. Associate Professor, Dept. of Ocean Science and Engineering, Southern Univ. of Science and Technology, Shenzhen, Guangdong 518055, China (corresponding author). ORCID: .

4. Associate Professor, State Key Laboratory of Subtropical Building and Urban Science, South China Univ. of Technology, Guangzhou 510641, China.

Publisher

American Society of Civil Engineers (ASCE)

Reference31 articles.

1. Analytical and Finite-Element Modeling of FRP-Concrete-Steel Double-Skin Tubular Columns

2. Behavior of Hollow-Core FRP-Concrete-Steel Columns under Static Cyclic Flexural Loading

3. ASTM. 2021. Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39/C39M. West Conshohocken, PA: ASTM.

4. ASTM. 2022. Standard test method for static modulus of elasticity and Poisson ratio of concrete in compression. ASTM C469/C469M. West Conshohocken, PA: ASTM.

5. FRP–Concrete–Steel Double-Skin Tubular Columns with UHPC/ECC: Concept and Compressive Behavior under Concentric Loading

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