Failure of wire rope sockets under impact loading

被引:4
|
作者
Wilson, C
MacFarlane, J
机构
[1] Hlth & Safety Lab, Derby SK17 9JN, England
[2] Offshore Div, Bootle L20 3DL, Merseyside, England
来源
JOURNAL DE PHYSIQUE IV | 2000年 / 10卷 / P9期
关键词
Dynamic loads - Impact testing - Joints (structural components) - Polyesters - Resins - Steel - Strain rate;
D O I
10.1051/jp4:2000992
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
Wire ropes are used world wide for various applications. However all sizes and types of construction require an effective method for attaching the ropes to other structures. One popular termination technique, particularly for larger diameter ropes, consists of using a steel conical socket into which a polyester resin mix is poured creating a joint which secures the individual wires of the rope. The UK Health and Safety Laboratory were contracted by the UK Health and Safety Executive - Offshore Safety Division to carry out a series of large scale impact tests on 25 mm compacted stranded wire rope (this rope size is commonly used for offshore cranes and diving bell handling equipment) to determine if rope's performance was affected by strain rate. It was noted early in the testing programme that under dynamic loading, the rope socket often failed whilst under static loading the wire rope always failed. The experimental data showed that the force and energy absorbed when the socket failed was considerably lower than the minimum specified for the wire rope. This has particular significance for the offshore industry where the launch/recovery of diving bells often results in large dynamic forces being applied to the rope and ancillary equipment.
引用
收藏
页码:553 / 558
页数:6
相关论文
共 50 条
  • [21] WEAR-RELATED FATIGUE IN A WIRE ROPE FAILURE
    SCHREMS, KK
    JOURNAL OF TESTING AND EVALUATION, 1994, 22 (05) : 490 - 499
  • [22] Impact characteristic of wire rope during gage braking by rope parachute gear
    Cao, Guo-Hua
    Zhu, Zhen-Cai
    Peng, Wei-Hong
    Chen, Guo-An
    Zhongguo Kuangye Daxue Xuebao/Journal of China University of Mining and Technology, 2009, 38 (02): : 244 - 250
  • [23] On finite element analysis of sling wire rope subjected to axial loading
    Kastratovic, Gordana
    Vidanovic, Nenad
    Bakic, Vukman
    Rasuo, Basko
    OCEAN ENGINEERING, 2014, 88 : 480 - 487
  • [24] Response of flexible wire rope barriers to debris-flow loading
    DeNatale, JS
    Fiegel, GL
    Iverson, RM
    Major, JJ
    LaHusen, RG
    Duffy, JD
    Fisher, GD
    DEBRIS-FLOW HAZARDS MITIGATION: MECHANICS, PREDICTION & ASSESSMENT, 1997, : 616 - 625
  • [25] Distributions of stress and deformation in a braided wire rope subjected to torsional loading
    Song, Bao
    Wang, Hui
    Cui, Weihua
    Liu, Hui
    Yang, Tingshuai
    JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN, 2019, 54 (01): : 3 - 12
  • [26] Wire rope
    Holdmeyer, Dan
    Tribology and Lubrication Technology, 2024, 80 (11): : 28 - 30
  • [27] Strength and failure characterisation and behaviour under impact loading
    Meyer, LW
    Krüger, L
    Halle, T
    IMPACT ENGINEERING AND APPLICATION, VOLS I AND II, 2001, : 91 - 98
  • [28] Prediction for failure mechanism of rock under impact loading
    Ge, Tao
    Wang, Ming-Yang
    Hou, Xiao-Feng
    Yantu Lixue/Rock and Soil Mechanics, 2006, 27 (SUPPL.): : 1075 - 1078
  • [29] Fractal Interpretation of Failure of Polyethylene Under Impact Loading
    Kozlov, G. V.
    Beloshenko, V. A.
    Gazaev, M. A.
    Strength of Materials, 1996, 28 (05)
  • [30] On predicting and modelling material failure under impact loading
    Lewis, MW
    STRUCTURES UNDER SHOCK AND IMPACT V, 1998, 2 : 569 - 578