| 掣动索用65Mn钢丝受力及弹性变形极限模拟 |
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| 引用本文： | 初元璋,孟晔,张玉成,沈英才,刘锡锋.掣动索用65Mn钢丝受力及弹性变形极限模拟[J].金属制品,2005,31(2):7-10. |
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| 作者姓名： | 初元璋 孟晔 张玉成 沈英才 刘锡锋 |
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| 作者单位： | 1. 北京科技大学,100083
2. 江阴艺林索具有限公司,214400 |
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| 摘 要： | 采用有限元模拟软件ANSYS,研究掣动索用65Mn钢丝不同变形情况下的应力状态。扭转变形是对钢丝的弹性极限等效应力情况影响最大的因素。钢丝受拉伸、弯曲、扭转3种应力状态组合情况下,钢丝的弹性极限等效应力为1161MPa,钢丝外表面应力最大。
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| 关 键 词： | 掣动索用钢丝 拉伸 弯曲 扭转 |
Simulation of Stress and Elastic Deformation Limit of 65Mn Steel Wire for Brake Cable |
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| Chu Yuanzhang,Meng Ye,Zhang Yucheng,Shen Yingcai,Liu Xifeng.Simulation of Stress and Elastic Deformation Limit of 65Mn Steel Wire for Brake Cable[J].Steel Wire Products,2005,31(2):7-10. |
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| Authors: | Chu Yuanzhang Meng Ye Zhang Yucheng Shen Yingcai Liu Xifeng |
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| Abstract: | To study stress state of 65Mn steel wire for brake cable on different deforming condition using ANSYS as simulating tool. Torsion deformation is the biggest effect factor on elastic limit equivalent stress. Elastic limit equivalent stress of steel wire is 1 161 MPa on the integrated function of tension, bend and torsion. |
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| Keywords: | steel wire for brake cable tension bend torsion |
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