Compressive behavior of double-tube concrete columns with an outer square FRP tube and an inner circular high-strength steel tube

Author:

Zeng Jun-JieORCID,Lv Jun-Fan,Lin Guan,Guo Yong-Chang,Li Li-Juan

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Science and Technology Planning Project of Guangzhou

Education Department of Guangdong Province

Science and Technology Planning Project of Guangdong Province

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference47 articles.

1. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures;ACI-440.2R,2008

2. Cyclic stress-strain model incorporating buckling effect for steel reinforcing bars embedded in FRP-confined concrete;Bai;Compos. Struct.,2018

3. Seismic performance of CFRP-retrofitted large-scale rectangular RC columns under lateral loading in different directions;Wang;Compos. Struct.,2018

4. Behavior and three-dimensional finite element modeling of circular concrete columns partially wrapped with FRP strips;Zeng;Polymers,2018

5. Stress-strain behavior of concrete in circular columns partially wrapped with FRP strips;Zeng;Compos. Struct.,2018

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