FRP–Concrete–Steel Double-Skin Tubular Columns with UHPC/ECC: Concept and Compressive Behavior under Concentric Loading-Reference-Cited by-同舟云学术

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

Published:2023-06 Issue:3 Volume:27 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Chen G. M.¹^ORCID,Lin Z. H.²,Liu Q.³,Lin Guan⁴^ORCID,Xiong Y.⁵,Guo Y. Z.⁶

Affiliation:

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

2. Ph.D. Candidate, State Key Laboratory of Subtropical Building Science, South China Univ. of Technology, Guangzhou 510641, China.

3. Formerly, M.Sc. Student, State Key Laboratory of Subtropical Building Science, South China Univ. of Technology, Guangzhou 510641, China.

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

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

6. M.Phil. Student, State Key Laboratory of Subtropical Building Science, South China Univ. of Technology, Guangzhou 510641, 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/JCCOF2.CCENG-4086

Reference63 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. ACI (American Concrete Institute). 2018. Ultra-high-performance concrete: An emerging technology report. ACI 239R-18. Farmington Hills, MI: ACI.

4. Numerical modeling of axially loaded circular concrete-filled double-skin steel tubular short columns incorporating a new concrete confinement model

5. ASTM. 2017. Standard practice for fabricating and testing specimens of ultrahigh performance concrete. ASTM C1856. West Conshohocken, PA: ASTM.

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Residual Load-Carrying Capacity of Hybrid FRP-UHPC-Steel Double-Skin Tubular Column after Lateral Impact;Journal of Composites for Construction;2024-10

2. Experimental behaviour and design model of FRP-UHPC-steel tubular columns under monotonic axial compression;Composite Structures;2024-10

3. Behavior of hybrid FRP-concrete-steel double-skin tubular member T-joints subjected to brace axial compression;Thin-Walled Structures;2024-09

4. Numerical and machine learning modeling of GFRP confined concrete-steel hollow elliptical columns;Scientific Reports;2024-08-12

5. Compressive Behavior of FRP–UHPC/ECC–Steel Double-Skin Tubular Columns under Eccentric Loading;Journal of Composites for Construction;2024-06