Journal of South China University of Technology(Natural Science Edition)

• Traffic & Transportation Engineering • Previous Articles     Next Articles

 Study on Slippage Development Laws between Cables Based on Frictional Laminated Beams
 

 ZHONG Jintu YAN Quansheng    

  1.   School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China
  • Received:2017-07-05 Online:2018-06-25 Published:2018-05-07
  • Contact: 颜全胜( 1968-) ,男,博士,教授,主要从事大跨度桥梁稳定、桥梁施工监控研究 E-mail:cvqshyan@scut.edu.cn
  • About author:钟金兔( 1987-) ,男,博士生,主要从事大跨度桥梁结构损伤分析研究
  • Supported by:
     Supported by the National Natural Science Foundation of China( 51478193)

Abstract:  According to the structural characteristics of the parallel steel wire rope, the slippage development mechanism between the wires can be studied by the frictional variable width laminated beam model. When the inter layer shear force of the coulomb’s frictional laminated beam exceeds the maximum friction resistance between layers, the slippage between layers will occur. In order to accurately study the interlaminar slip mechanism of the frictional variable width laminated beams, the formula for calculating the shear force of the frictional variable width laminated beams considering interlaminar friction is derived by the section analysis method, then determines the interlaminar slippage law of the frictional laminated beams; And then the Transfer Matrix method is used to calculate the slippage length; Finally, the ANSYS numerical simulation results are compared to verify the accuracy of the algorithm. 

Key words:  wire slippage effect, frictional laminated beam, slippage mechanism, Transfer Matrix method, ANSYS numerical analysis

CLC Number: