Axial compressive stress–strain model for hybrid-reinforced concrete columns with FRP ties

Author:

Tahir Muhammad1,Isleem Haytham F.2,Wang Zhenyu3

Affiliation:

1. PhD candidate, Key Laboratory of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, P. R. China; Key Laboratory of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, P. R. China; Civil Engineering Department, University of Engineering and Technology, Lahore (Narowal...

2. Postdoctoral Researcher, Department of Civil Engineering, Tsinghua University, Beijing, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, China.

3. Full Professor, Key Laboratory of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin, P. R. China; Key Laboratory of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin, China; School of Civil Engineering, Harbin Institute of Technology, Harbin, P. R. China (corresponding author: )

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Reference31 articles.

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

2. Confinement Model for Concrete Columns Internally Confined with Carbon FRP Spirals and Hoops

3. Development of a confined model for rectangular ordinary reinforced concrete columns

4. Stress–strain curve of laterally confined concrete

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