[1]苏伟,强士中,刘明虎,等.CFRP主缆与索夹间摩擦学性能试验研究侯[J].深圳大学学报理工版,2012,29(No.3(189-282)):201-206.[doi:10.3724/SP.J.1249.2012.03201]
　HOU Su-wei,QIANG Shi-zhong,LIU Ming-hu,et al.Experimental investigation of tribological properties between CFRP main cable and clamp[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(189-282)):201-206.[doi:10.3724/SP.J.1249.2012.03201]
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CFRP主缆与索夹间摩擦学性能试验研究侯()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第29卷
期数:
2012年No.3(189-282)
页码:
201-206
栏目:
土木建筑工程
出版日期:
2012-05-21

文章信息/Info

Title:
Experimental investigation of tribological properties between CFRP main cable and clamp
作者:
苏伟1; 强士中1; 刘明虎2; 诸葛萍1
1）西南交通大学土木工程学院，成都 610031
2）中交公路规划设计院有限公司，北京100010
Author(s):
HOU Su-wei1;  QIANG Shi-zhong1;  LIU Ming-hu2;  and ZHUGE Ping1
1) School of Civil Engineering, Southwest Jiao tong University, Chengdu 610031, P.R.China
2) CCCC Highway Consultants CO Ltd, Beijing 100010, P.R.China
关键词:
桥梁工程; 悬索桥; 主缆; 索夹;  碳纤维增强复合材料; 摩擦学; 摩擦因数
Keywords:
bridge engineering;  suspension bridge;  main cable;  clamp;  carbon fiber reinforced plastics;  tribology;  frictional coefficient
分类号:
U 448.25
DOI:
10.3724/SP.J.1249.2012.03201
文献标志码:
A
摘要:
为研究悬索桥碳纤维增强复合材料（carbon fiber reinforced plastics，CFRP）主缆在索夹处的摩擦学性能，分析主缆与索夹间的摩擦接触特征，引用摩擦因数相关计算公式，分别进行平直接触及实桥接触下的当量摩擦因数试验．结果表明，CFRP主缆与索夹间的摩擦因数约为0.36，能满足抗滑移安全性能设计要求；径向挤压应力小于14.6 MPa时，CFRP丝与索夹的摩擦学性能比较稳定，径向挤压应力大于14.6 MPa时，摩擦因数有减小趋势；两种接触条件下，摩擦因数能较好吻合；理论计算偏于设计安全，适用于CFRP主缆与索夹间摩擦因数的计算．
Abstract:
In order to investigate the tribological properties between carbon fiber reinforced plastics（CFRP） main cable and clamp of suspension bridge, the contact characteristics of friction were analyzed theoretically. A formula for calculating the friction coefficient was introduced. The tests were conducted under flat contact condition and real bridge contact condition. Theoretical and experimental results show that, the friction coefficient between CFRP main cable and clamp is about 0.36.The tribological properties of CFRP cable can meet the design standards. The tribological properties between CFRP main cable and clamp are stable when radial compressive stress is less than 14.6 MPa, but the friction coefficient decrease when radial compressive stress is greater than 14.6 MPa. The friction coefficient under the two contact conditions can agree well. The theoretical design formula, which is safe for design, is suitable for calculating the friction coefficient between CFRP main cable and clamp.

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备注/Memo

备注/Memo:
 Received：2010-11-08；Revised：2011-11-16；Accepted：2012-02-02
Foundation：National High-technology Research and Development Program of China（2008AA11Z101）
Corresponding author：Professor QIANG Shi-zhong. E-mail: qiangshizhong@163.com
Citation：HOU Su-wei，QIANG Shi-zhong，LIU Ming-hu，et al. Experimental investigation of tribological properties between CFRP main cable and clamp［J］. Journal of Shenzhen University Science and Engineering, 2012, 29(3): 201-206.（in Chinese）
基金项目：国家高技术研究发展计划资助项目（2008AA11Z101）
作者简介：侯苏伟（1984-），男（汉族），河南省郸城县人，西南交通大学博士研究生.E-mail:415689558@qq.com
引文：侯苏伟,强士中,刘明虎,等.CFRP主缆与索夹间摩擦学性能试验研究［J］. 深圳大学学报理工版，2012，29（3）：201-206.
更新日期/Last Update: 2012-05-28