THE EXPERIMENTAL STUDY ON THE FOUR TYPES OF FRP TENDON ANCHORAGE SYSTEMS

Tu Yongming; LüZhitao; Zhang Jiwen; Qian Yang

doi:10.13204/j.gyjz20081011

Volume 38 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(10): 38-41

Tu Yongming, LüZhitao, Zhang Jiwen, Qian Yang. THE EXPERIMENTAL STUDY ON THE FOUR TYPES OF FRP TENDON ANCHORAGE SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 38-41. doi: 10.13204/j.gyjz20081011

Citation:

Tu Yongming, LüZhitao, Zhang Jiwen, Qian Yang. THE EXPERIMENTAL STUDY ON THE FOUR TYPES OF FRP TENDON ANCHORAGE SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 38-41. doi: 10.13204/j.gyjz20081011

Tu Yongming, LüZhitao, Zhang Jiwen, Qian Yang. THE EXPERIMENTAL STUDY ON THE FOUR TYPES OF FRP TENDON ANCHORAGE SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 38-41. doi: 10.13204/j.gyjz20081011

Citation:

PDF( 0 KB)

THE EXPERIMENTAL STUDY ON THE FOUR TYPES OF FRP TENDON ANCHORAGE SYSTEMS

doi: 10.13204/j.gyjz20081011

1.
1. Key Lab of RC&PC Structure of Ministry of Education,Southeast University Nanjing 210096;
2.
2. Architectural Design and Research Institute,Southeast University Nanjing 210096

Received Date: 2008-02-20
Publish Date: 2008-10-20

Abstract

Abstract

Developing the safe,economical and practical anchorage system is the foundation of applying the structure prestressed by the FRP tendons.On the basis of the tension and anchorage equipments of prestressed structures inland,it has been carried out that the experimental studies on such four FRP tendon anchorage systems as sleeve-glue pattern,wedged jaw pattern with burned-on-sand,extruded pattern with glue and wedged jaw pattern with sleeve.According to our research results,the following conclusions are drawn.When the length of sleeve is more than 200mm,the sleeve-glue pattern anchorage system will meet the anchorage needs.The anchorage performances of the systems of the wedged jaw pattern with burned-on-sand and the extruded pattern with glue are unsteady.The wedged jaw pattern system with sleeve is satisfactory when the surface of the FRP tendon has been pretreated.
- FRP tendon,
- anchorage system,
- prestressing

FullText(HTML)

References(5)

References

吕志涛.新世纪混凝土结构对新材料的挑战//北京:中国首届FRP应用技术学术交流会论文集.2002

[2] Lee J M,Gruffydd-Jones B,Burgoyne C J.Expansive cement couplers-A means of pre-tensioning fiber-reinforced plastic tendons,Construction and Building Materials,1995,9(6):431-423

[3] Mohamed Saafi,Houssam toutanji.Flexural Capacity of Prestressed Concrete Beams Reinforeed with Aramid Fibet Reinforced Polymer (AFRP)Rectangular Tendons,Construction and Building Materials,1998:245-249

[4] Antonio Nanni,Bakis Charles E.O'Neil,Edward F.Short-Term Sustained Loading of FRP Tendon-Anchor Systems.Construction and Building Materials,1996,10(4):255-266

[5] 阮积敏,王柏生,张奕薇.FRP筋的特点及其在混凝土结构中的应用.公路,2003(3)

Relative Articles

[1]	YAN Dawei, XUE Weichen, JIANG Jiafei. A State-of-the-Art Review on Deformation Performance of Concrete Beams Prestressed with FRP Tendons Under Sustained Loading[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 1-12. doi: 10.3724/j.gyjzG24043001
[2]	WANG Zi-hao, LI Cheng-gao, XIAN Gui-jun, XIONG Hao, BAI Jie, XU Guo-wen. Research on Bearing Performance of Multi-Bundle Parallel CFRP Cable Anchorage System[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 18-27. doi: 10.13204/j.gyjzG22022314
[3]	GE Wenjie, YU Jiamin, GAO Peiqi, SONG Wanrong, QIU Shengwei, CHEN Qiubing, JI Suidong. EXPERIMENTAL RESEARCH ON THE FLEXURAL BEHAVIOR OF FRP REINFORCED ECC-CONCRETE COMPOSITE BEAMS STRENGTHENED WITH CARBON FIBER SHEET[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 163-168. doi: 10.13204/j.gyjz202002025
[4]	CHEN Hua, CHEN Yaojia, XIE Bin, DENG Langni. STUDY OF BENDING BEHAVIOR OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH NEAR-SURFACE-MOUNTED PRESTRESSED CFRP RODS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 168-173. doi: 10.13204/j.gyjz201908210007
[5]	Ban Liren, Liu Hang, Lan Chunguan. NON-LINEAR FINITE ELEMENT ANALYSIS OF UNREINFORCED BRICK WALLS RETROFITTED WITH POST-TENSIONED TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 168-172. doi: 10.13204/j.gyjz201504032
[6]	Li Xiaofen, Liu Lixin, Zhang Huipeng. EXPERIMENTAL STUDY ON BOND BEHAVIORS OF PRESTRESSED STRANDS BY PULL-OUT TEST[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 65-69. doi: 10.13204/j.gyjz201505015
[7]	Dong Zhiqiang, Zhang Guangchao, Wu Gang, Wu Zhishen. EXPERIMENTAL STUDY ON CORROSION RESISTANT PERFORMANCE OF FRP BARS UNDER ACCELERATED AGING ENVIRONMENTS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 14-17. doi: 10.13204/j.gyjz201306004
[8]	Zhang Yakun, Zhu Haitang, Hou Lili. PUNCHING BEHAVIOR OF CONCRETE TWO-WAY SLABS REINFORCED WITH FRP BARS UNDER CONCENTRATED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 30-34. doi: 10.13204/j.gyjz201212008
[9]	Xu Ping, Zeng Xiantao, Ding Yahong, Wang Xingguo. EXPERIMENTAL RESEARCH ON FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH NEAR SURFACE MOUNTED PRESTRESSED CFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 71-75,55. doi: 10.13204/j.gyjz201203015
[10]	Zhang Yu, Yang Yongxin, Guan Zengwei. LITERATURE REVIEW OF BOND BEHAVIOR BETWEEN REINFORCING BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 33-36,32. doi: 10.13204/j.gyjz201110008
[11]	Fan Yunyun, Wu Zhuanqin, Zhou Jianfeng, Gong Xisheng. STUDY ON ADHESIVE MATERIALS FOR RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 6-8,16. doi: 10.13204/j.gyjz200811002
[12]	Zhang Peng, Deng Yu, Li Bing, Zhu Mei, Zhang Shengli. THE SUGGESTIONS ON COMPUTING CRITICAL REINFORCEMENT RATIO FOR CONCRETE BEAM REINFORCED WITH FRP BARS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 121-122. doi: 10.13204/j.gyjz20081030
[13]	Zhang Ke, Ye Lieping, Yue Qingrui. ANALYSIS OF MAXIMUM TENSIONED PRESTRESS AND INTERFACIAL BOND STRESS OF PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 96-99. doi: 10.13204/j.gyjz200707028
[14]	Wang Yuanqing, Shi Yongjiu, Ren Zhihong, Wang Zhe. ANALYSIS OF THE INFLUENCING FACTORS OF FLEXIBLE SUPPORTING SYSTEM FOR POINT SUPPORTED GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 79-81. doi: 10.13204/j.gyjz200602023
[15]	Zhan Jiedong, Du Xiuli, Deng Zongcai. STUDIES AND APPLICATION ON ANCHORAGES OF PRESTRESSED FRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 65-68. doi: 10.13204/j.gyjz200612018
[16]	Geng Cuizhen, Yan Hui, Liu Zhonghua. THE THEORY AND APPLICATION RESEARCH ON THE SUPPORTING STRUCTURE SYSTEM OF GLASS ROOF[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 106-109. doi: 10.13204/j.gyjz200508027
[17]	Tian Anguo, Liu Zhao, Lv Zhitao. REINFORCED TECHNIQUE AND DESIGN THEORY OF PRE-STRESSED FIBRE CLOTH[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 83-85,91. doi: 10.13204/j.gyjz200510025
[18]	Song Wei, Yuan Yong. PRACTICAL ANALYSIS OF FLEXURAL STIFFNESS OF PRESTRESS CONCRETE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 30-33. doi: 10.13204/j.gyjz200411009
[19]	Wang Xinling, Zhao Gengqi, Yang Guangning. THE ARRANGEMENT AND ANALYSIS OF PRESTRESSING REINFORCEMENTS FOR PRESTRESSED CONCRETE STATICALLY INDETERMINATE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 39-41. doi: 10.13204/j.gyjz200406013
[20]	Fu Chuanguo, Lou Yu, Jiang Yongsheng. ANALYSIS AND DISCUSSION ON LAYOUT SCHEME OF PRESTRESSED BARS FOR TRANSFER STRUCTURE WITH LARGE-SPAN LAMINATED OPEN-WEB TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 72-75. doi: 10.13204/j.gyjz200401021