• ISSN 0258-2724
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Volume 27 Issue 2
Apr.  2014
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Journal of Southwest Jiaotong University  > 2014  >  27(2): 208-212.
QIU Zhongping, LIAN Hongmin, LIU Yang, WANG Shu, GONG Zhengjun, ZHOU Liping. Effect of Temperature on Stabilizing Process of Aerobic Bioreactor Landfill[J]. Journal of Southwest Jiaotong University, 2013, 26(3): 574-579. doi: 10.3969/j.issn.0258-2724.2013.03.028
Citation: ZHUGE Ping, ZHANG Zihua, WANG Sicong, DING Yong, QIANG Shizhong. Anti-slip Performance of Interface between Carbon Fiber-Reinforced Plastic Main Cable and Cable Clamp for Large-Span Suspension Bridges[J]. Journal of Southwest Jiaotong University, 2014, 27(2): 208-212. doi: 10.3969/j.issn.0258-2724.2014.02.004
shu

Anti-slip Performance of Interface between Carbon Fiber-Reinforced Plastic Main Cable and Cable Clamp for Large-Span Suspension Bridges

doi: 10.3969/j.issn.0258-2724.2014.02.004
  • Received Date: 21 Jan 2013
  • Publish Date: 25 Mar 2014
    Abstract
  • In order to solve the slip problem between main cable and clamp at saddles of large-span suspension bridges, the anti-slip performance of the interface between carbon fiber reinforced plastic (CFRP) cable and cable clamp was investigated. The frictional coefficient calculation formula of the interface was derived according to the equilibrium condition between the cable tension and the friction force on the interface. Based on this formula, the friction coefficient of the cable-clamp interface was obtained through laboratory model test using a cable composed of 19 CFRP tendons. Then, the test results of frictional coefficient were used to analyze the anti-slip performance of the main cable-clamp system of a CFRP cable suspension bridge with a main span of 3 500 m, where the CFRP tendons had a spirally indented surface. The results show that the friction coefficient of the CFRP main cable-cable clamp interface is up to 0.331, which is higher than that of steel cable, and meet the requirement of engineering application. Therefore, when the CFRP tendons with a spirally indented surface are applied to the main cables of large-span suspension bridges, the cable-clamp interface is good enough to meet the requirement in anti-slip performance even if the cable clamps are designed in conventional shape and with an inner surface not granulated specially.

     

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    • References(15)
  • HIROSHI F. FRP composites in Japan[J]. Concrete International, 1999, 21(10): 29-32.
    李翠娟. 超大跨径CFRP主缆悬索桥合理结构体系研究. 成都:西南交通大学, 2011.
    MEIER U, STCKLIN I, TERRASI G P. Making better use of the strength of advanced material in structural engineering//Proc. of the International Conference on FRP Composites in Civil Engineering. Hong Kong: Elsevier Science Ltd., 2001: 41-48.
    MEIER U. Structural tensile elements made of advanced composite material[J]. Structural Engineering International, 1999, 9(4): 281-285.
    NOSTERNIG J F. Carbon fibre composites as stay cables for bridges[J]. Applied Composite Materials, 2000, 7(2/3): 139-150.
    THOMAS K. Recent all-composite and hybrid fiber-reinforced polymer bridges and buildings[J]. Progress in Structural Engineering and Material, 2001, 3(2): 132-140.
    吕志涛, 梅葵花. 国内首座 CFRP索斜拉桥的研究[J]. 土木工程学报, 2007, 40(1): 54-59. LV Zhitao, MEI Kuihua. First application of CFRP cables for a cable-stayed bridge in China[J]. China Civil Engineering Journal, 2007, 40(1): 54-59.
    周孟波. 悬索桥手册[M]. 北京:人民交通出版社, 2003: 183.
    Al-MAYAH A, SOUDKI K, PLUMTREE A. Effect of sandblasting on interfacial contact behavior of carbon-fiber-reinforced polymer-metal couples[J]. Journal of Composite for Construction, 2005, 9(4): 289-295.
    GILTROW J P, LANCASTER J K. The role of the counterface in the friction and wear of carbon fiber reinforced thermosetting resins[J]. Wear, 1970, 16(5): 359-374.
    诸葛萍, 强士中, 任伟平, 等. 悬索桥碳纤维主缆鞍座抗滑试验[J]. 深圳大学学报:理工版, 2011, 28(5): 395-399. ZHUGE Ping, QIANG Shizhong, REN Weiping, et al. Experiment of slip behavior of CFRP cable against saddle[J]. Journal of Shenzhen University: Science of Engineering, 2011, 28(5): 395-399.
    侯苏伟, 诸葛萍, 强士中, 等. 悬索桥CFRP主缆与鞍座间摩擦学性能试验研究[J]. 西南交通大学学报, 2011, 46(3): 391-397. HOU Suwei, ZHUGE Ping, QIANG Shizhong, et al. Experimental investigation of friction properties between CFRP main cable and saddle of suspension bridge[J]. Journal of Southwest Jiaotong University, 2011, 46(3): 391-397.
    吉林, 陈策, 冯兆祥. 三塔悬索桥中塔主缆与鞍座间抗滑移试验研究[J]. 公路, 2007(6): 2-6. JI Ling, CHEN Ce, FENG Zhaoxiang. A study on slip resistance between main cable and saddle on middle tower of three-tower suspension bridge[J]. Highway, 2007(6): 2-6.
    缪新耕, 薛花娟. 解放路三号桥索夹抗滑试验研究[J]. 公路, 2006(10): 31-34. MIAO Xingeng, XUE Huajuan. Study on anti-slip test of cable clamp at Jiefang road No.3 bridge[J]. Highway, 2006(10): 31-34.
    诸葛萍, 叶华文, 强士中, 等. 碳纤维丝股锚固体系试验研究及受力分析[J]. 工程力学, 2011, 28(7): 165-170. ZHUGE Ping, YE Huawen, QIANG Shizhong, et al. Experiment investigation and mechanical behavior analysis of multiple CFRP tendons anchorage system[J]. Engineering Mechanics, 2011, 28(7): 165-170.
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