Rail Joint Model Based on the Euler-Bernoulli Beam Theory

IF 0.1 Q4 ENGINEERING, CIVIL Romanian Journal of Transport Infrastructure Pub Date : 2019-12-01 DOI:10.2478/rjti-2019-0008
T. Mazilu, I. Răcănel, C. Ghindea, Radu Cruciat, M. Leu
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引用次数: 1

Abstract

Abstract In this paper, a rail joint model consisting of three Euler-Bernoulli beams connected via a Winkler foundation is proposed in order to point out the influence of the joint gap length upon the stiffness of the rail joint. Starting from the experimental results aiming the stiffness of the rail joint, the Winkler foundation stiffness of the model has been calculated. Using the proposed model, it is shown that the stiffness of the rail joint of the 49 rail can decreases up to 10 % when the joint gap length increases from 0 to 20 mm.
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基于欧拉-伯努利梁理论的钢轨节点模型
摘要本文建立了由三根欧拉-伯努利梁经温克勒基础连接而成的钢轨节点模型,分析了节点间隙长度对钢轨节点刚度的影响。以钢轨节点刚度为目标,从试验结果出发,计算了模型的温克勒基础刚度。利用所建立的模型,分析了49型钢轨的钢轨接头刚度,当接头间隙长度从0增加到20 mm时,接头刚度可降低10%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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审稿时长
10 weeks
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