钢丝绳拉伸状态下弹塑性仿真和试验研究  

Experimental Study and Simulation of Elastic-plastic of Steel Wire Rope under Tension

作　　者：王少雷[1,2] 王斌 王占英[1] 杨保[2] 李欣 Wang Shaolei;Wang Bin;Wang Zhanying;Yang Bao;Li Xin(Hebei University of Architecture,Zhangjiakou 075000,China;Tianjin High-end Equipment Research Institute,Tsinghua University,Tianjin 300399,China)

机构地区：[1]河北建筑工程学院,河北张家口075000 [2]清华大学天津高端装备研究院,天津300399

出　　处：《煤矿机械》2022年第2期58-60,共3页Coal Mine Machinery

基　　金：河北省科技创新计划“河北省科技冬奥重大专项”(19970701D);河北省自然科学基金青年基金(F2019404029)。

摘　　要：研究了1×19型钢丝绳在拉伸载荷作用下的力学特性,重点研究了轴向载荷超出弹性极限时的弹塑特性。首先建立了1×19型钢丝绳有限元分析模型,研究了其在弹性和弹塑性状态下的应力和应变特性。而后进行钢丝绳拉伸试验,测定了其名义应变-应力曲线和塑性变形特点,阐明了负载在钢丝之间的分布特点。将数值模拟分析结果和试验结果进行对比分析,验证了模型的正确性。The mechanical properties of 1 ×19 steel wire rope under tensile load were studied, with emphasis on the elastic-plastic properties when the axial load exceeds the elastic limit. Firstly, the finite element analysis model of 1×19 steel wire rope was established, and the stress and strain characteristics of steel wire rope under elastic and elastic-plastic states were studied. Then the tensile test of steel wire rope was carried out, its nominal strain stress curve and plastic deformation characteristics were measured and the distribution characteristics of load between steel wires were clarified. By comparing the numerical simulation model with the test results, the correctness of the model was verified.

关 键 词：钢丝绳 有限元法 弹塑性 拉伸 

分 类 号：TD532[矿业工程—矿山机电]