Prediction of Axial Compression Behavior of Confined Concrete Columns Considering the Effect of Cryogenic Temperatures

Author:

Jin Liu1,Liu Kaixin2,Zhang Renbo3ORCID,Yu Wenxuan2,Du Xiuli1

Affiliation:

1. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, 100 Pingleyuan Rd., Chaoyang District, Beijing 100124, China.

2. Ph.D. Student, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, 100 Pingleyuan Rd., Chaoyang District, Beijing 100124, China.

3. Research Associate, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, 100 Pingleyuan Rd., Chaoyang District, Beijing 100124, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Reference42 articles.

1. ACI (American Concrete Institute). 2017. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-17. Rep. No. 440 2R-08. Farmington Hills, MI: ACI.

2. Role of size on the compression behaviour of hybrid FRP strengthened square RC columns – Experimental and finite element studies

3. Assessing the Efficiency of CFRP Discrete Confinement Systems for Concrete Cylinders

4. Compressive behavior of FRP-confined reinforced concrete columns

5. Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes;Fam A. Z.;ACI Struct. J.,2001

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