Dynamic contact behaviors of saddle materials for suspension bridge

被引:13
|
作者
Wang, Dagang [1 ,2 ]
Wang, Bo [1 ]
Gao, Wenli [1 ]
Ye, Jihong [2 ]
Wahab, Magd Abdel [3 ]
机构
[1] China Univ Min & Technol, Sch Mechatron Engn, Daxue Rd 1, Xuzhou 221116, Jiangsu, Peoples R China
[2] China Univ Min & Technol, Xuzhou Key Lab Fire Safety Engn Struct, Xuzhou 221116, Jiangsu, Peoples R China
[3] Univ Ghent, Soete Lab, B-9052 Ghent, Belgium
关键词
Suspension bridge; Saddle material; Steel wire; Dynamic contact; In-situ observation; DAMAGE; WEAR;
D O I
10.1016/j.engfailanal.2022.106031
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In order to prevent skid accidents of main cable of suspension bridge, dynamic contact behaviors between saddle materials and steel wires were explored in the present study. Dynamic contact tests of saddle materials were conducted employing the self-made dynamic contact test rig. Dynamic contact behaviors of the saddle material (transverse slip, longitudinal deformation, contact state, wear mechanism) in a friction cycle were investigated. Effects of transverse and longitudinal locations, friction cycles and saddle materials on the dynamic contact behaviors were presented. The results show that dynamic contact states between saddle specimen and steel wireexhibits the adhesion-gross slip-adhesion-gross slip state in a friction cycle. The transverse slip and longitudinal deformation of saddle specimen both decrease with increasing distance to the contact interface, decrease along the transverse sliding direction, and increase with increasing friction cycles. The ZG270-480 saddle material exhibits the largest average transverse slip and longitudinal deformation, while ZG275-485 saddle material shows the smaller values.
引用
收藏
页数:16
相关论文
共 50 条
  • [31] Dynamic Contact and Microslip Mechanism between Main Cable Strand and Saddle
    Sun Y.
    Wang D.
    Xu W.
    Zhang D.
    Mocaxue Xuebao/Tribology, 2023, 43 (10): : 1165 - 1174
  • [32] Analyzing the Dynamic Behavior of Suspension Bridge Towers Using GPS
    Larocca, Ana Paula C.
    Schaal, Ricardo E.
    Santos, Marcelo C.
    Langley, Richard B.
    PROCEEDINGS OF THE 19TH INTERNATIONAL TECHNICAL MEETING OF THE SATELLITE DIVISION OF THE INSTITUTE OF NAVIGATION (ION GNSS 2006), 2006, : 1477 - 1486
  • [33] Static-dynamic load testing of the Nanpanjiang suspension bridge
    Zhong, Y.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 391 - 395
  • [34] Analysis of Dynamic Characteristics and Influence of Parameters on Suspension Arch Bridge
    Miao Tong-chen
    Xu Wentao
    Zhang Xu
    ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 1132 - +
  • [36] Feature extraction and reconstruction of Runyang suspension bridge dynamic characteristics
    College of Aerospace Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China
    不详
    Nanjing Hangkong Hangtian Daxue Xuebao, 2007, 3 (403-406):
  • [37] Dynamic Characteristics Simulation and Analysis for the Stable Type Suspension Bridge
    Wang, Xiaochun
    Qu, Benning
    Peng, Jiaolong
    Geng, Mengxi
    ADVANCES IN COMPUTATIONAL MODELING AND SIMULATION, PTS 1 AND 2, 2014, 444-445 : 173 - 177
  • [38] Dynamic Response of Suspension Bridge to High Wind and Running Train
    Xu, Y. L.
    Xia, H.
    Yan, Q. S.
    JOURNAL OF BRIDGE ENGINEERING, 2003, 8 (01) : 46 - 55
  • [39] Dynamic investigation of a hybrid suspension and cable-stayed bridge
    Paultre, P
    Proulx, J
    Bégin, T
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2000, 29 (05): : 731 - 739
  • [40] ANALYSIS OF DYNAMIC AND STATIC CHARACTERISTICS OF SUSPENSION BRIDGE WITH WIND CABLES
    Liu, Long
    Li, Wenqi
    CIVIL ENGINEERING JOURNAL-STAVEBNI OBZOR, 2021, 30 (02): : 572 - 579