HYSTERETIC BEHAVIOR OF CIRCULAR RC COLUMNS CONFINED WITH FRP JACKETS

Gao Xian; Tao Zhong; Yang Youfu; Yu Qing

doi:10.13204/j.gyjz200509004

Volume 35 Issue 9

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(9): 11-14

Meng Da, Cao Hui, . FEM ANALYSIS OF CONTINUOUS WALL BEAM WITH PORTAL UNDER VERTICAL UNIFORM LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 59-61. doi: 10.13204/j.gyjz200611015

Citation:

Gao Xian, Tao Zhong, Yang Youfu, Yu Qing. HYSTERETIC BEHAVIOR OF CIRCULAR RC COLUMNS CONFINED WITH FRP JACKETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 11-14. doi: 10.13204/j.gyjz200509004

Meng Da, Cao Hui, . FEM ANALYSIS OF CONTINUOUS WALL BEAM WITH PORTAL UNDER VERTICAL UNIFORM LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 59-61. doi: 10.13204/j.gyjz200611015

Citation:

Gao Xian, Tao Zhong, Yang Youfu, Yu Qing. HYSTERETIC BEHAVIOR OF CIRCULAR RC COLUMNS CONFINED WITH FRP JACKETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 11-14. doi: 10.13204/j.gyjz200509004

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HYSTERETIC BEHAVIOR OF CIRCULAR RC COLUMNS CONFINED WITH FRP JACKETS

doi: 10.13204/j.gyjz200509004

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

Received Date: 2005-01-15
Publish Date: 2005-09-20

Abstract

Abstract

Four circular R.C.columns confined with fiber-reinforced polymer (FRP) jackets and three circular R.C.columns were tested under constant axial load and cyclically increasing flexural loading.The main parameters in the test are axial compressive ratio and FRP ratio,and the influences of those parameters on the strength,ductility,stiffness,and energy dissipation are also investigated through analysis of hysteretic skeleton curves.
- FRP,
- confined concrete,
- column,
- hysteretic behavior,
- ductility,
- energy dissipation

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References(6)

References

[2] ASTM D3039/D3039M-95.Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials.Annual Book of ASTM Standards,1995;

高献.FRP约束圆钢筋混凝土柱滞回性能研究:[硕士学位论文].福州:福州大学,2005;

[3] GB/T 228-2002金属材料室温拉伸试验方法;

[4] GB 50081-2002普通混凝土力学性能试验方法标准;

[5] 中国工程建设标准化协会.CECS 146碳纤维片材加固修复混凝土结构技术规程.北京:中国计划出版社,2003;

[6] Varma A H,Ricles J M,Sause R,et al.Seismic Behavior and Modeling of High-Strength Composite Concrete-Filled Steel Tube (CFT) Beam-Columns.Journal of Constructional Steel Research,2002,58(5～8):725～758

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