COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CIRCULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES

Wu Gang; Gu Dongsheng; Wu Zhishen; Jiang Jianbiao; Hu Xianqi

doi:10.13204/j.gyjz200706006

Volume 37 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(6): 19-23

CHEN Penghui, WANG Qingli. Research on Mechanical Properties of Concrete Filled Circular CFRP-steel Tubular Under Compression and Torsion[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 17-25. doi: 10.13204/j.gyjzG20090604

Citation:

Wu Gang, Gu Dongsheng, Wu Zhishen, Jiang Jianbiao, Hu Xianqi. COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CIRCULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 19-23. doi: 10.13204/j.gyjz200706006

Citation:

PDF( 0 KB)

COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CIRCULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES

doi: 10.13204/j.gyjz200706006

1.
1 College of Civil Engineering,Southeast University Nanjing 210096;
2.
2 Beijing Texida Technology Group Beijing 100011;
3.
2 Shanghai Russia &Gold Basalt Fiber Co.,Ltd.Hengdian Group Shanghai 200940

Received Date: 2007-02-10
Publish Date: 2007-06-20

Abstract

Abstract

Basalt fiber is expected to be widely applied in civil engineering for its fine mechanic performance,good stability and comparatively low price.However,there is still little research in the aspect concerning with the application of basalt fiber in civil Engineering.Comparative test on the seismic performance of circular concrete column strengthened with basalt fiber reinforced polymer(BFRP) and carbon fiber reinforced polymer(CFRP) was conducted.The influence of fiber type and fiber amount on the strengthening effect was discussed.Test results show that BFRP and CFRP can both obviously improve the seismic performance of circular concrete columns,and more,BFRP has higher ratio of performance to price.
- circular concrete columns,
- continuous basalt fiber,
- seismic retrofit,
- ductility

FullText(HTML)

References(10)

References

胡显奇,申屠年.连续玄武岩纤维在军工及民用领域的应用.高科技纤维与应用,2005(12)

[2] 吴刚,胡显奇,蒋剑彪,等.连续玄武岩纤维在墩柱抗震加固中的应用研究//2005年全国FRP会议论文集.西安:2005

[3] 顾冬生,吴刚,吴智深,等.CFRP加固高轴压比钢筋混凝土短圆柱抗震性能试验研究.工程抗震与加固改造,2006(12)

[4] 吴刚,魏洋,蒋剑彪,等.玄武岩纤维与碳纤维加固混凝土矩形柱抗震性能比较研究.工业建筑,2007,37(6):14-18

[5] Seible F.Seismic Retrofit of RC Columns with Continuous Carbon Fiber Jackets.ASCE,Journal of Composites for Construction,1997(3):52-62

[6] 吴刚,吕志涛.FRP约束混凝土圆柱无软化段时的应力-应变关系研究.建筑结构学报,2003,24(5):1-8

[7] 吴刚,吕志涛,吴智深.FRP约束混凝土圆柱有软化段时的应力-应变关系研究.土木工程学报,2006,39(11):7-14

[8] 过镇海.混凝土的强度和本构关系-原理和应用.北京:中国建筑工业出版社,2004

[9] Open System for Earthquake Engineering Simulation User Manual,University of California,Berkeley,Version 1.7,2006

[10] 纤维增强复合材料工程应用技术规范(征求意见稿).2006

Relative Articles

[1]	ZHENG Baofeng, SHU Yinjia, SHU Ganping, LI Lei. Tests and Design on the Bending Capacity of Flexural Acrylic Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 156-162. doi: 10.3724/j.gyjzG22011706
[2]	GUO Zhengjie, CHEN Jing, BAI Zhiqiang, WANG Jianping. Experimental Study and Finite Element Analysis of PBL Shear Connectors with Additional Steel Pipes[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 181-188. doi: 10.3724/j.gyjzG24063001
[3]	ALIFUJIANG Xiamuxi, AYIDENIGULI Duman, LIU Caijian. Experimental Study on Axial Compressive Behavior of Reinforced Recycled Aggregate Concrete-Filled Steel Tube Short Column[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 28-34. doi: 10.13204/j.gyjzG22012008
[4]	HUANG Wenxiong, WANG Junhui, MEI Hongjie, QIN Xiang, LIU Yonghang. Mechanical Properties Test and Finite Element Analysis of Prefabricated CFST Column-RC Beam Frame with Embedded Steel[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 157-163. doi: 10.13204/j.gyjzG22062711
[5]	BAI Yang, ZHU Lei, WANG Zhe. Research on Axial Compression Capacity of CHS T-Joints Reinforced with Channel Steel[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 56-61. doi: 10.13204/j.gyjzG20082905
[6]	LI Guochang, CAO Kaiqi, YANG Zhijian, QIU Zengmei. Experimental Research on Mechanical Properties of Steel Reinforced Concrete Columns with New Shear Connectors Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 106-112,139. doi: 10.13204/j.gyjzG21031004
[7]	ZHANG Lijuan, LI Suchao, HE Xiwei, LIU Zhengwei, WANG Zhiyuan. STUDY ON EFFECTS OF STIFFENING RINGS ON BEARING CAPACITY AND FAILURE MODES OF LARGE-DIAMETER STEEL TUBE JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 104-109. doi: 10.13204/j.gyjzG20032501
[8]	SHU Xingping, DONG Yuchen, LU Beirong, CAI Jun. EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION FOR SHEAR PROPERTIES OF CORE TUBES FOR THE STRUCTURE OF STAINLESS STEEL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 10-16. doi: 10.13204/j.gyjz202002002
[9]	Chen Zongping, Tan Qiuhong, Xue Jianyang, Chen Yuliang. STUDY OF ULTIMATE BEARING CAPACITY OF RECYCLED AGGREGATE CONCRETE-FILLED CIRCLE STEEL TUBE SHORT COLUMNS UNDER AXIAL COMPRESSION AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 5-12. doi: 10.13204/j.gyjz2001411002
[10]	Wang Qingli, Chen Xingyu, Zhang Zhirun. STATIC PEＲFOＲMANCE OF CONCＲETE FILLED SQUAＲE STEEL TUBULAR BEAM-COLUMN STRENGTHENED BY CFRP EXTERNALLY(I):EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 141-145.
[11]	Wang Qingli, Liu Xiaochen, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR FLEXURAL MEMBER(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 13-17,29. doi: 10.13204/j.gyjz201303003
[12]	Yin Xiaodong, Li Qinggang, Wang Qingli. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 24-29. doi: 10.13204/j.gyjz201303005
[13]	Wang Qingli, Hou Tingting, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR STUB COLUMN(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 1-7. doi: 10.13204/j.gyjz201303001
[14]	Liu Xiao, Wang Lianguang, Li Min. EXPERIMENTAL RESEARCH ON STEEL TUBE COLUMNS FILLED WITH STEEL-REINFORCED CONCRETE SUBJECTED TO COMPRESSION-FLEXURE LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 86-90. doi: 10.13204/j.gyjz201212019
[15]	Yao Guohuang, Chen Yiyan, Huang Yongjun, Pan Donghui, Zheng Xiaoying, Xu Wenjie. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 97-101,69. doi: 10.13204/j.gyjz201102023
[16]	Long Yueling, Cai Jian, Huang Yansheng. ULTIMATE CAPACITY OF AXIALLY-LOADED RECTANGULAR CFT STUB COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 95-99. doi: 10.13204/j.gyjz201007024
[17]	Yao Guohuang, Huang Yongjun, Zheng Xiaoying, Xu Wenjie, Pan Donghui, Sun Suwen. EXPERIMENTAL STUDY ON BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 100-104. doi: 10.13204/j.gyjz201007025
[18]	Liu Xiang, Wu Yongbo. EXPERIMENT AND SIMULATION ANALYSIS OF BEARING CAPACITY OF CONCRETE－FILLED RECTANGULAR STEEL TUBE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 91-94,104. doi: 10.13204/j.gyjz201007023
[19]	Wang Mingping, Geng Shujiang, Jiang Tao, Xu Yinghao, Wang Jing. EXPERIMENTAL RESEARCH ON BEARING CAPACITY OF ECCENTRICALLY LOADED R.C. COLUMNS WITH HRBF500 STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 17-21. doi: 10.13204/j.gyjz200911005
[20]	Zhang Yankun, Liu Yanghua, Song Xiaoruan. EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 83-85. doi: 10.13204/j.gyjz200808021

Supplements(0)

Cited By

Cited by
Periodical cited type(0)
Other cited types(1)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (103) PDF downloads(215)

COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CIRCULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES

doi: 10.13204/j.gyjz200706006

Abstract

References

Relative Articles

Cited by

Periodical cited type(0)

Other cited types(1)

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

Journal Online

Authors' Center

Links

COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CIRCULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES

doi: 10.13204/j.gyjz200706006

Abstract

References

Relative Articles

Cited by

Periodical cited type(0)

Other cited types(1)

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

Journal Online

Authors' Center

Links

Export File

Citation

Format

Content