半平行钢丝绳弯曲过程中接触摩擦行为分析

Jianxi Yang, Hongyu Fei, Quansheng Sun, Xiang Wei Hao
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引用次数: 0

摘要

在半平行钢丝电缆弯曲过程中,随着弯曲侧向位移的增大,电缆内钢丝之间的相互作用显著,受力行为复杂。为了研究电缆弯曲过程中内部钢丝之间接触摩擦的力学行为,本文以37-φ7半平行钢丝为研究对象,利用ANSYS建立了电缆弯曲的有限元模型,并通过弯曲试验数据验证了精细化有限元模型的正确性。基于试验数据验证的精细化有限元模型,研究了不同边界条件下半平行钢丝弯曲过程中内钢丝间接触摩擦的变化规律,分析了电缆弯曲过程中钢丝的轴向滑动行为。结果表明:考虑接触摩擦的精细化有限元模型可以更准确地计算半平行钢丝绳电缆的弯曲性能和力学性能,并可以计算半平行钢丝绳电缆弯曲过程中钢丝之间的变形量。接触压力和接触摩擦应力随弯曲横向位移的增加呈非线性关系,预张半平行钢丝电缆的接触摩擦应力存在最大值,钢丝间轴向累计滑移量的最大位置位于计算跨度的1/4或3/4倍弯曲电缆截面处。
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ANALYSIS OF CONTACT FRICTION BEHAVIOR IN THE BENDING PROCESS OF SEMI-PARALLEL STEEL WIRE CABLE
In the bending process of semi-parallel steel wire cable, with the increase of the lateral displacement of the bending, the interaction between the steel wires in the cable is remarkable and the mechanical behavior is complicated. In order to study the mechanical behavior of the contact friction between the inner steel wires in the process of cable bending, this paper uses the 37-φ7 semi-parallel steel wire as the research object, and uses the ANSYS to set up the finite element model of the cable bending, and verifies the correctness of the refined finite element model by bending test data. Based on the refined finite element model of the test data verification, the variation rule of the contact friction between the inner steel wires in the semi-parallel steel wire of different boundary conditions in the bending process is studied, and the axial sliding behavior of the steel wires in the cable bending process is analyzed. The results show that the bending and mechanical properties of the semi-parallel steel wire cable can be calculated more accurately by considering the refined finite element model of the contact friction, and the amount of deformation between the steel wires during the bending process of the semi-parallel steel wire cable can be calculated. The contact pressure and the contact friction stress are non-linear with the increase of the lateral displacement of the bending, and there is a maximum value for the contact friction stress for the pre-tension semi-parallel wire cable, and the maximum position of the axial accumulated slip amount between the steel wires is located at the bending cable section of the calculated span of 1/4 or 3/4 times.
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