PARAMETER ANALYSIS OF LONG-TERM LOAD EFFECTS ON DEFORMATION OF FRP-CONFINED CONCRETE COLUMNS

Yu Qing; Tao Zhong; Zhang Zheng

doi:10.13204/j.gyjz200509003

Volume 35 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(9): 8-10,41

Yu Qing, Tao Zhong, Zhang Zheng. PARAMETER ANALYSIS OF LONG-TERM LOAD EFFECTS ON DEFORMATION OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 8-10,41. doi: 10.13204/j.gyjz200509003

Citation:

Yu Qing, Tao Zhong, Zhang Zheng. PARAMETER ANALYSIS OF LONG-TERM LOAD EFFECTS ON DEFORMATION OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 8-10,41. doi: 10.13204/j.gyjz200509003

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PARAMETER ANALYSIS OF LONG-TERM LOAD EFFECTS ON DEFORMATION OF FRP-CONFINED CONCRETE COLUMNS

doi: 10.13204/j.gyjz200509003

1.
1. School of Civil Engineering,Tsinghua University Beijing 100084;
2.
2. Department of Construction Management &Architecture,Fuzhou University Fuzhou 350002

Received Date: 2005-05-15
Publish Date: 2005-09-20

Abstract

Abstract

Based on theoretical analysis of mechanical property of FRP-confined concrete beam-column with circular section,the deformation characteristics of the beam-column under long-term load are studied.Parameter analysis is performed to determine the main influencing factors.
- FRP-confined concrete,
- beam-column,
- long-term load,
- deformation

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References

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Teng J G,Chen J F,Smith S T,et al.FRP Strengthened RC Structures.New York:John Wiley Sons,Ltd Press,2001;

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[6] 于清.FRP约束混凝土柱力学性能研究:[硕士学位论文].哈尔滨:哈尔滨工业大学,2002;

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