|
Applied Physics 2021
多档货运索道承载钢丝绳与鞍座接触摩擦力分析研究
|
Abstract:
为研究多档货运索道在移动荷载作用下承载钢丝绳在鞍座上产生滑移现象,开展承载钢丝绳与鞍座滑移摩擦问题的研究,分析了承载索与鞍座间的接触作用特点,对影响摩擦系数的因素进行了总结,提出适用于承载索与鞍座的摩擦系数。建立了承载索与鞍座的有限元模型,提出了计算方案。通过仿真计算可知摩擦应力在钢丝绳同鞍座的接触中心处最大,沿着中心线对称两侧逐渐减小。并将获得的摩擦力仿真结果与试验数值进行比较,验证了仿真计算的准确性。
In order to study the sliding phenomenon of the steel wire rope on the saddle under the moving load of the multi freight ropeway, the sliding friction between the bearing wire rope and saddle and the contact characteristics between the bearing cable and saddle are studied; the factors affecting the friction coefficient are analyzed. The friction coefficient suitable for the bearing cable and saddle is put forward. The finite element model of the bearing cable and saddle is established and the calculation scheme is put forward. The results show that the friction stress is the largest at the contact center between the steel wire rope and saddle, and decreases gradually along the symmetrical sides of the centerline. The results of friction simulation are compared with the experimental results, and the accuracy of the simulation is verified.
[1] | 秦剑, 乔良, 张映晖, 等. 多档货运索道动力计算方法及结构冲击影响研究[J]. 动力学与控制学报, 2020, 18(2): 59-68. |
[2] | 张清华, 李乔. 悬索桥主缆与鞍座间摩擦特性试验研究[J]. 工土木工程学报, 2013, 46(4): 85-92. |
[3] | 程海潜. PC弯曲孔道内接触应力、预应力摩阻损失及张拉伸长量研究[D]: [博士学位论文]. 武汉: 武汉理工大学, 2011. |
[4] | 丁淑蓉, 阮江涛, 佟景伟. 预应力钢索与索道孔壁接触压力的模拟研究[J]. 中国公路学报, 2005, 18(4): 59-61. |
[5] | 郭佳民, 袁行飞, 冬石麟. 弦支夸顶环索连续贯通的摩擦问题分析[J]. 工程力学, 2011, 28(9): 9-16. |
[6] | 秦剑, 等. 承载索与鞍座间滑移分析及可滑移货运索道计算方法研究[R]. 北京: 中国电力科学研究院, 2017. |