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CLC number: TU398+.9

On-line Access: 2013-11-04

Received: 2013-06-15

Revision Accepted: 2013-09-29

Crosschecked: 2013-10-12

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Journal of Zhejiang University SCIENCE A 2013 Vol.14 No.11 P.778-788


Mechanical behavior of concrete filled glass fiber reinforced polymer-steel tube under cyclic loading*

Author(s):  Chun-yang Zhu, Ying-hua Zhao, Shuang Gao, Xiao-fei Li

Affiliation(s):  . Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian 116026, China

Corresponding email(s):   chunyangzhu86224@gmail.com

Key Words:  Concrete-filled glass fiber reinforced polymer (GFRP)-steel tube, Seismic, Energy dissipation, Stiffness degradation

Chun-yang Zhu, Ying-hua Zhao, Shuang Gao, Xiao-fei Li. Mechanical behavior of concrete filled glass fiber reinforced polymer-steel tube under cyclic loading[J]. Journal of Zhejiang University Science A, 2013, 14(11): 778-788.

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author="Chun-yang Zhu, Ying-hua Zhao, Shuang Gao, Xiao-fei Li",
journal="Journal of Zhejiang University Science A",
publisher="Zhejiang University Press & Springer",

%0 Journal Article
%T Mechanical behavior of concrete filled glass fiber reinforced polymer-steel tube under cyclic loading
%A Chun-yang Zhu
%A Ying-hua Zhao
%A Shuang Gao
%A Xiao-fei Li
%J Journal of Zhejiang University SCIENCE A
%V 14
%N 11
%P 778-788
%@ 1673-565X
%D 2013
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1300206

T1 - Mechanical behavior of concrete filled glass fiber reinforced polymer-steel tube under cyclic loading
A1 - Chun-yang Zhu
A1 - Ying-hua Zhao
A1 - Shuang Gao
A1 - Xiao-fei Li
J0 - Journal of Zhejiang University Science A
VL - 14
IS - 11
SP - 778
EP - 788
%@ 1673-565X
Y1 - 2013
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1300206

The mechanical behavior of concrete-filled glass fiber reinforced polymer (GFRP)-steel tube structures under combined seismic loading is investigated in this study. Four same-sized specimens with different GFRP layout modes were tested by a quasi-static test system. Finite element analysis (FEA) was also undertaken and the results were presented. Results of the numerical simulation compared well with those from experimental tests. Parametric analysis was conducted by using the FE models to evaluate the effects of GFRP thickness, axial compression rate, and cross sectional steel ratio. The experimental and numerical results show that the technique of GFRP strengthening is effective in improving the seismic performance of traditional concrete-filled steel tubes, with variations related to different GFRP layout modes.

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article


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