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螺旋捻制结构在受载情况下的力学性能分析
引用本文:李凯,茅献彪,张连英,宋静.螺旋捻制结构在受载情况下的力学性能分析[J].徐州工程学院学报,2012(2):63-67.
作者姓名:李凯  茅献彪  张连英  宋静
作者单位:[1]中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏徐州221116 [2]中国矿业大学力学与建筑工程学院,江苏徐州221116 [3]中国矿业大学机电工程学院,江苏徐州221116 [4]徐州工程学院,江苏徐州221008
基金项目:基金项目:国家自然科学基金项目(51005233;51074166;51104128);住房和城乡建设部科学技术项目(2011-k3-5);江苏省高校自然科学研究项目(11KJD130002);江苏省研究生培养创新工程项目(CX09B_108Z)
摘    要:螺旋捻制结构工作过程中呈现复杂的几何、运动与力学特性,为了解工作状态下整个结构的受力情况,需要对捻制结构中钢丝的几何和力学特征进行深入的研究.以简单直股为例,通过理论分析和有限元模拟的方法,研究了端面自由和端面约束转动两种边界条件下股的力学性能.分析结果表明:在受载一定情况下,端面约束转动时股的应变和接触应力更大,股更容易失效.所用的方法为一般螺旋结构的力学性能分析提供了参考.

关 键 词:螺旋捻制结构  简单直股  Costello  有限元模拟

An Analysis on the Mechanical Characteristics of Twisting Structure under Load
LI Kai,MAO Xian-biao,ZHANG Lian-ying,SONG Jing.An Analysis on the Mechanical Characteristics of Twisting Structure under Load[J].Journal of Xuzhou Istitute of Technology,2012(2):63-67.
Authors:LI Kai  MAO Xian-biao  ZHANG Lian-ying  SONG Jing
Affiliation:1. a. State Key Laboratory for Geomechanics and Deep Underground Engineering;b. School of Mechanics and Civil Engineering; c. College of Materials Science and Engineering,China University of Mining and Technology, Xuzhou 221116, China 2. Xuzhou Institute of Technology, Xuzhou 221008, China)
Abstract:in the process The twisting of work. In necessary to make deep res presents complex geometri learn the stress conditions the ~eometric and mechanic c,kinematic and mechanical characteristics of the whole structure in working, it is structure. Based on the simple straight strand, this paper studied the mechanical characteristics of strand in two boundary conditions, including freedom and restrain end face, through theoretical analysis and simulation method of finite element. The analysis results show that, in the case of certain load, the strain and touched stress of strand are larger and easier to become invalid when the end face restrain is turning. This method provides basis for analysis of mechanical characteristics for general twisting structure.
Keywords:twisting structure  simple wire rope  Costello  finite element simulation
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