Architecture & Civil Engineering

Axial Compression Behavior of CFRP-confined Damaged Reinforced Concrete

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  •  1. School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China; 2. Architectural Design and Research Institute,South China University of Technology,Guangzhou 510640,Guangdong,China; 3. State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou 510640,Guangdong,China
劳晓杰(1972-),男,博士生,高级工程师,主要从事混凝土结构研究.

Received date: 2018-12-25

  Revised date: 2019-03-05

  Online published: 2019-06-01

Supported by

Supported by the National Natural Science Foundation of China (51378221)

Abstract

A total of 29 square reinforced concrete (RC) columns with different amounts of internal steel rein- forcement and of externally wrapped CFRP as well as pre-damage levels,were designed and tested under axial compression. On the basis of regression analysis of the test results,a stress-strain model for CFRP-confined da- maged reinforced concrete under axial compression was proposed. The test results show that CFRP wrapping is effec- tive in restoring or even enhancing the compressive strength and the strain capacity of damaged reinforced concrete. Both the compressive strength and the ultimate strain of CFRP-confined damaged reinforced concrete increase with the increase of the quantities of CFRP and the decrease of pre-damage levels,while the initial elastic modulus de- creases with the increase of pre-damage levels. Under cyclic loading,the envelope curve of cyclic stress-strain re- sponse of CFRP-confined damaged reinforced concrete under axial compression coincides with the monotonic coun- terpart. The prediction provided by the proposed model agrees well with the test results.

Cite this article

LAO Xiaojie HAN Xiaolei JI Jing JIANG Zhengrong CHEN Binbin . Axial Compression Behavior of CFRP-confined Damaged Reinforced Concrete[J]. Journal of South China University of Technology(Natural Science), 2019 , 47(7) : 1 -9 . DOI: 10.12141/j.issn.1000-565X.180645

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