Research on a Trackside Concrete Reinforcement Scheme of a Small Radius Curve at a Junction Section of a Modern Tram

IF 0.6 Q4 ENGINEERING, CIVIL
Zhiqiang Wang, Z. Lei
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引用次数: 0

Abstract

Abstract In order to ensure the normal use of a junction section of a modern tram, this paper mainly studied a trackside concrete reinforcement scheme. Firstly, the entire non-reinforcement system model with a small radius curve composed of rail, fastener, fastener cover, flexible material, asphalt layer and track slab was established using the ABAQUS finite element software, and the stress distribution and deformation state of the asphalt layers of the non-reinforcement system model under the social vehicle load were analyzed. Then, the whole system model of the concrete reinforcement scheme was founded, and the stress and deformation of the asphalt layers under the same load were investigated. Finally, the calculation results of the concrete reinforcement model were com-pared with those of the non-reinforcement model, and the reinforcement effect was studied. The results show that the concrete reinforcement scheme significantly reduces the stress and deformation of the asphalt layers and improves the stress distribution and deformation state of the asphalt layers.
现代有轨电车交接处小半径曲线轨侧混凝土加固方案研究
摘要:为了保证现代有轨电车交接处段的正常使用,本文主要研究了一种轨侧混凝土加固方案。首先,利用ABAQUS有限元软件建立了由钢轨、扣件、扣件盖、柔性材料、沥青层和轨板组成的小半径曲线整体无筋系统模型,分析了社会车辆荷载作用下无筋系统模型中沥青层的应力分布和变形状态。然后,建立了混凝土加固方案的整体系统模型,研究了相同荷载作用下沥青层的应力和变形。最后,将混凝土加筋模型的计算结果与不加筋模型的计算结果进行对比,研究加筋效应。结果表明:混凝土加固方案显著降低了沥青层的应力和变形,改善了沥青层的应力分布和变形状态;
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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29 weeks
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