EXPERIMENT RESEARCH ON IMPROVING COMPRESSIVE STRENGTH OF ECCENTRICALLY LOADED COLUMNS STRENGTHENED BY FIBER REINFORCED PLASTIC

Niu Chunlei; Zhu Bolong

doi:10.13204/j.gyjz200409028

Volume 34 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(9): 95-98

Li Yuqi, Xie Kanghe. PREDICTION AND ANALYSIS OF DEFORMATION OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 19-21,80. doi: 10.13204/j.gyjz200409006

Citation:

Niu Chunlei, Zhu Bolong. EXPERIMENT RESEARCH ON IMPROVING COMPRESSIVE STRENGTH OF ECCENTRICALLY LOADED COLUMNS STRENGTHENED BY FIBER REINFORCED PLASTIC[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 95-98. doi: 10.13204/j.gyjz200409028

Li Yuqi, Xie Kanghe. PREDICTION AND ANALYSIS OF DEFORMATION OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 19-21,80. doi: 10.13204/j.gyjz200409006

Citation:

PDF( 0 KB)

EXPERIMENT RESEARCH ON IMPROVING COMPRESSIVE STRENGTH OF ECCENTRICALLY LOADED COLUMNS STRENGTHENED BY FIBER REINFORCED PLASTIC

doi: 10.13204/j.gyjz200409028

Niu Chunlei¹,
Zhu Bolong²

1.
1. Beijing Institute of Nuclear Engineering Beijing 100840;
2.
2. Tongji University Shanghai 200092

Received Date: 2004-03-10
Publish Date: 2004-09-20

Abstract

Abstract

This experimental research concentrates on the effects of fiber reinforced plastic(FRP) as a new material to implement structural reinforcement in improving the strength of eccentrically loaded columns. Two cases of large and small eccentricity are considered. Simply-loading test is conducted on the testing columns of each case,which includes the columns reinforced by 2, 3, 4, and 5 layers of FRP and the column without reinforcement.The analysis of testing results provides a testing and theoretical basis for actual usage of FRP reinfor cement.
- fiber reinforced plastic(FRP),
- strengthen,
- eccentrically loaded column,
- strength

FullText(HTML)

References(2)

References

伍庶.FRP加固钢筋混凝土轴压柱及梁的正截面性能的试验研究:[硕士学位论文].上海:同济大学,1996

[2] GB 50010-2002 混凝土结构设计规范

Relative Articles

[3]	Zhang Wenxue, Li Zengyin, Liu Long. COMPARISON AND ANALYSIS ON LATERAL PRESSURE OF CONCRETE FORMWORK FROM DIFFERENT FORMULAS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 132-136.
[4]	Hu Changming, Zhao Yunbo, Wang Jie, Liu Fengyun. FINITE ELEMENT ANALYSIS OF COOPERATIVE EFFECTS OF FORMWORK-SUPPORTING SYSTEM AND CONCRETE FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 115-121.
[5]	Zheng Lianqiong, Cai Xuefeng, Zhuang Jinping, Zhou Jizhong, Tuo Mingbei. ON-SITE MEASUREMENT AND ANALYSIS OF SUPER HIGH OR LARGE-SPAN FORMWORK SUPPORT WITH FASTENER STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 96-100. doi: 10.13204/j.gyjz201307022
[6]	Lin Zhangzhang, Zhang Yi, Yang Junjie. ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 94-98. doi: 10.13204/j.gyjz201302019
[7]	Bai Xue, Ma Haibin, Yao Chuanqin, Bai Rong. DESIGN AND MODAL ANALYSIS OF JACKING FORM SYSTEM FOR SUPER HIGH-RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 14-17,51. doi: 10.13204/j.gyjz201305003
[8]	Zhang Xuezhi, Zhang Xuefeng, Ying Yimiao, Wang Senjun. ACTUAL MEASUREMENT AND ANALYSIS OF HIGH FORM STRUT OF FASTENER-STYLE STEEL PIPE SCAFFOLD SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 15-18. doi: 10.13204/j.gyjz201101004
[9]	Mei Yuan, Hu Changming, Zhou Zhengyong, Jiang Ming, Wang Xia. STATISTICAL ANALYSIS OF LOADS OF SUPPORTING STRUCTURE FOR TALL AND LARGE FALSEWORK DURING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 42-46. doi: 10.13204/j.gyjz201002010
[10]	Hu Changming, Mei Yuan, Dong Pan, Zhang Xiaoyong. ANALYSIS AND STUDY ON THE BEARING CAPACITY REDUCTION FACTOR OF COUPLER TALL FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 12-16. doi: 10.13204/j.gyjz201002003
[11]	Chen Zhihua, Han Juan, . STUDY ON ARCHITECTURAL CONCRETE AND ITS APPLICATION IN TIANJIN MUSEUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 72-75. doi: 10.13204/j.gyjz200504021