STATE-OF-THE-ART REPORT ON REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATES

Xue Wei-chen; Zeng Lei

doi:10.13204/j.gyjz200604004

Volume 36 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(4): 12-14

LIU Yufei, FAN Jiansheng, WEI Xiaochen, LIU Xiaogang, YANG Jianping. RESEARCH ON SAFETY MONITORING OF IN-SERVICE SPATIAL GRID STRUCTURE AND MEMBER DEFORMATION INDEX[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 16-21,36. doi: 10.13204/j.gyjzG20102908

Citation:

Xue Wei-chen, Zeng Lei. STATE-OF-THE-ART REPORT ON REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 12-14. doi: 10.13204/j.gyjz200604004

Citation:

Xue Wei-chen, Zeng Lei. STATE-OF-THE-ART REPORT ON REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 12-14. doi: 10.13204/j.gyjz200604004

PDF( 0 KB)

STATE-OF-THE-ART REPORT ON REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATES

doi: 10.13204/j.gyjz200604004

1.
Department of Building Engineering,Tongji University Shanghai 200092

Received Date: 2005-12-06
Publish Date: 2006-04-20

Abstract

Abstract

The new method using CFRP laminates to strengthen concrete beams has several disadvantages: the strength of CFRP laminates could not be thoroughly utilized and the serviceability of strengthened concrete beams could not be significantly improved.The applied prestressing in CFRP laminates could not only make full use of the strength of the CFRP laminates but also effectively enhance the forced properties of the strengthened beams,thus preventing development of the deformations and cracks.Present investigations on prestressed CFRP laminates mainly focus on anchorage system,experimental and theoretical studies as well as nonlinear element analysis of strengthened concrete beams.This paper summarizes the upto-date achievements of concrete beams strengthened with prestressed CFRP laminates.Furthermore,the future of CFRP laminates is prospected.
- prestressed CFRP laminates,
- strengthened concrete beam,
- anchorage,
- experiment,
- FEM analysis,
- design theory

FullText(HTML)

References(10)

References

曾磊. 预应力 CFRP 板加固混凝土梁试验与理论研究:[ 硕士学位论文]. 上海: 同济大学, 2005

Shahawy M A. Flexural Behavior of Reinforced Concrete BeamsStrengthened with Advanced Composite Materials M41st InternationalSampe Symposium.Anahein, California. 1996: 1 623-1 631

曾宪桃,王兴国, 丁亚红. 粘贴预应力FRP 板加固混凝土梁预应力方法的研究. 焦作工学院学报(自然科学版), 2002, 21(3): 222-225

Hans-Peter Andra, Markus Maier. Pos-t Strengthening with ExternallyBonded Prestressed CFRP Strips M16th Congress of Iabse. Lucerne:2000

Garden H N, Hollaway L C. An Experimental Study of the FailureModes of Reinforced Concrete Beams Strengthened with PrestressedCarbon Composite Plates.Composites: Part B, 1998,29B: 411-424

Quantrill R J, HollawayL C. The Flexural Rehabilitation of ReinforcedConcrete Beams by the Use of Prestressed Advanced Composite Plates.Composites Science and Technology, 1998,58: 1 259-1 275

宋世樟. 用复合材料板外部预施应力加固混凝土梁. 国外桥梁,1995(2):144-153

CECS 146-2003 碳纤维片材加固修复混凝土结构技术规程

ACI 44012R-02 外粘 CFRP 体系加固混凝土结构的设计与施工规程

薛伟辰. 现代预应力结构设计. 北京: 中国建筑工业出版社, 2003

Relative Articles

[1]	ZHANG Jiahui, TAN Zhuoqiong. Experimental Research on Cold-Formed High-Strength Steel C-Section Stub Columns with Interaction of Distortional and Local Buckling[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 188-195. doi: 10.13204/j.gyjzG21090908
[2]	YAO Xingyou, CHENG Guowei, GUO Yanli, ZHOU Shui, YANG Jiabao. ANALYSIS ON OVERALL BUCKLING OF COLD-FORMED THIN-WALLED STEEL LIPPED CHANNEL BEAMS WITH WEB OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 101-108,100. doi: 10.13204/j.gyjzg21081302
[3]	YAO Xingyou, YIN Jiawen, GUO Yanli. AXIAL COMPRESSION TESTS AND THE DESIGN METHOD FOR COLD-FORMED THIN-WALLED LIPPED CHANNEL COLUMNS WITH WEB OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 113-122,208. doi: 10.13204/j.gyjzG2010908
[4]	HE Yunfei, SHU Ganping, ZHOU Guangen, QIN Ying, ZHOU Xiongliang. RESEARCH ON THE STABILITY OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 8-12. doi: 10.13204/j.gyjz202003002
[5]	WANG Haishan, ZHANG Ke, ZHANG Youhao, ZHU Jingshen, ZHU Boli, GUO Yanlin. EXPERIMENT RESEARCH ON LARGE-SCALE DIAGRID TUBE UNDER CIRCULAR MULTIPOINT LOADING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 109-113,202. doi: 10.13204/j.gyjz202005018
[6]	YAO, Xingyou, GUO, Yanli, LIU. ANALYSIS ON DISTORTIONAL BUCKLING OF COLD-FORMED THIN-WALLED STEEL LIPPED CHANNEL STEEL MEMBERS WITH WEB OPENINGS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 170-177. doi: 10.13204/j.gyjz202001027
[9]	Jiang Li, Wang Yuanqing, Dai Guoxin, Zhang Tianshen. COMPARATIVE STUDY OF DESIGN METHODS FOR STEEL COLUMNS STRENGTHENED BY WELDING WHILE UNDER AXIAL AND ECCENTRIC LOAD IN DIFFERENT CODES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 159-164. doi: 10.13204/j.gyjz201502032
[10]	Wang Hui, Li Xiaoyan, Sun Qing, Xue Jianyang. EXPERIMENTAL RESEARCH ON OVERALL STABILITY BEARING CAPACITY OF HIGH STRENGTH STEEL TUBE COMPONENTS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 145-149. doi: 10.13204/j.gyjz2001411029
[11]	Yao Jian, Tang Tingting, Chen Baixin. COMPARISON AND STUDY ON CALCULATION METHODS OF COLD-FORMED THIN-WALLED LIPPED CHANNEL MEMBERS' CAPACITY OF DISTORTIONAL BUCKLING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 120-123. doi: 10.13204/j.gyjz201306024
[12]	Wang Rui, Wu Sheng, Zuo Hongliang. STUDY ON MECHANICAL PROPERTIES OF A NEW KIND OF COLD-FORMED BOX COMPOSITE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 142-147. doi: 10.13204/j.gyjz201206030
[13]	Wang Chungang, Song Daijun, Zhang Zhuangnan. STABILITY BEHAVIOR OF COLD-FORMED THIN-WALLED STEEL FIXED-ENDED CHANNELS WITH COMPLEX EDGE STIFFENERS UNDER AXIAL COMPRESSIVE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 120-124. doi: 10.13204/j.gyjz201202027
[14]	Luo Hongguang, Guo Yaojie, Li Kun, Yang Qinyuan. RESEARCH ON THE APPLIED CALCULATION METHOD FOR THE BUCKLING OF COLD-FORMED LIPPED CHANNEL COLUMNS UNDER AXIAL PRESSURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 96-100. doi: 10.13204/j.gyjz201108023
[15]	Liu Hongbo, Chen Zhihua, Zhou Ting. A NEW SPATIAL STRUCTURES：CABLE SUPPORTED ARCH-DOME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 10-12. doi: 10.13204/j.gyjz201008003
[16]	Guo Yanlin, Zhang Enuo. LATERAL STABILITY BEHAVIOR OF LIPPED H-SECTION BEAMS SUBJECTED TO MOMENTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 15-21. doi: 10.13204/j.gyjz200909003
[17]	Guo Yanlin, Zhang Enuo, Jiang Leixin. RESEARCH ON LOCAL BUCKLING OF LIPPED H-SECTION MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 1-6. doi: 10.13204/j.gyjz200909001
[18]	Zhang Enuo, Guo Yanlin. COMPARISON OF STABILITY CAPACITY AND ECONOMIC PERFORMANCE BETWEEN LIPPED H-SECTION MEMBERS AND H-SECTION MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 28-31. doi: 10.13204/j.gyjz200909005
[19]	Wang Haiming, Zhang Yaochun. DISTORTIONAL BUCKLING PERFORMANCE STUDY ON FLEXURAL MEMBERS WITH UPRIGHT AND INCLINED EDGE STIFFENERS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 106-109. doi: 10.13204/j.gyjz200806027
[20]	Ren Junchao, Zhang Qilin, Tong Liping. INFLUENCE OF PRE-TENSION ON STABILITY PERFORMANCE OF SPATIAL STAY STRUCTURE FOR ZHENGZHOU CONFERENCE AND EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 100-103. doi: 10.13204/j.gyjz200805024

Supplements(0)

Cited By

Cited by

Periodical cited type(5)

1.	叶李斌. 基于长期健康监测的大跨空间结构使用阶段的状态分析. 长沙理工大学学报(自然科学版). 2023(01): 86-94 .
2.	武金料. 基于层次分析法的大跨度钢结构监测综合评估方法研究. 工业建筑. 2023(06): 218-223+24 . 本站查看
3.	张国顺，万毅，龚凯. 大跨度网壳结构系杆弯曲的原因分析及处理措施. 工程技术研究. 2023(14): 11-13 .
4.	樊健生，王琛，宋凌寒. 土木工程智能计算分析研究进展与应用. 建筑结构学报. 2022(09): 1-22 .
5.	樊健生，刘宇飞. 在役桥梁检测、健康监测技术现状与时空融合诊断体系研究. 市政技术. 2022(08): 1-11+40 .