Abstract

As a key component of the hoisting system of the crane, the steel wire rope will bear a variety of loading actions such as stretching, bending, vibration and impact in the process of traction hoisting. Therefore, it is important to determinate the dynamic characteristics of the steel wire rope under complex loads and understand the stress-strain state to predict the risk of hoisting operation in advance. This article takes the bridge crane as the engineering background, first, a dynamic model of a steel wire rope lifting system based on ADAMS/Cable was established, and the dynamic stress spectrum of the steel wire rope during the lifting process was calculated and obtained. Secondly, by establishing the geometric model and finite element model of the wire rope, the tensile stress and wire displacement distribution of the wire rope and the contact stress between the wire rope and the pulley and the wires inside the wire rope are analyzed during the lifting process of the crane. The final results show that the instantaneous acceleration of the steel wire rope increases the maximum tensile stress of the steel wire rope by 37% compared with the stable lifting stage at the instant of starting the steel wire rope, causes an increase in the stress amplitude of the wire rope cross section, and the lifting process of the steel wire rope is accompanied by unstable vibration loads. The analysis found that the outermost cross-section of the steel wire rope's outer strand was subjected to the greatest stress, and its local maximum tensile stress amplitude was increased by 56% compared to the stable lifting stage. The contact stress generated by the contact between the steel wire rope and the pulley causes contact wear on the external and internal strands of the steel wire rope, and promotes fatigue fracture of the steel wire rope.

Highlights

  • 近年来国内外学者在钢丝绳拉伸、弯曲张力及 变形分析方面做了大量的工作。 在国外,Velinskey 等[1⁃2] 考虑 拉伸和扭转变形时钢丝曲线的曲率变化,建立了多股绳的力学模型,计算了绳股的拉伸力 和扭转力,但钢丝绳通常具有更复杂的捻制结构,如 双螺旋结构,这就导致绳子在受到拉伸、扭转、剪切、 弯曲的联合作用时可能产生接触摩擦和塑性变形, 促使钢丝材料在局部产生复杂的不同寻常的非线性 变形过程,模型中忽略了摩擦和接触变形的影响。 所以在此基础上,Costello 等[3] 提出了可适用于任何 种类独立绳芯钢丝绳的研究方法;Argatov[4] 建立了 内部钢丝接触的二维模型;Elata 等[5] 则考虑股内钢 丝绳中的双螺旋结构,建立了承受轴向和扭转载荷

  • As a key component of the hoisting system of the crane, the steel wire rope will bear a variety of loading actions such as stretching, bending, vibration and impact in the process of traction hoisting

  • It is impor⁃ tant to determinate the dynamic characteristics of the steel wire rope under complex loads and understand the stress⁃ strain state to predict the risk of hoisting operation in advance

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Summary

Introduction

近年来国内外学者在钢丝绳拉伸、弯曲张力及 变形分析方面做了大量的工作。 在国外,Velinskey 等[1⁃2] 考虑 拉伸和扭转变形时钢丝曲线的曲率变化,建立了多股绳的力学模型,计算了绳股的拉伸力 和扭转力,但钢丝绳通常具有更复杂的捻制结构,如 双螺旋结构,这就导致绳子在受到拉伸、扭转、剪切、 弯曲的联合作用时可能产生接触摩擦和塑性变形, 促使钢丝材料在局部产生复杂的不同寻常的非线性 变形过程,模型中忽略了摩擦和接触变形的影响。 所以在此基础上,Costello 等[3] 提出了可适用于任何 种类独立绳芯钢丝绳的研究方法;Argatov[4] 建立了 内部钢丝接触的二维模型;Elata 等[5] 则考虑股内钢 丝绳中的双螺旋结构,建立了承受轴向和扭转载荷 [1] VELINSKY S A, ANDERSON G L, COSTELLO G A. Wire Rope with Complex Cross Sections[ J] . Journal of Engineering Mechanics, 1984, 110(3) : 380⁃391

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