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Mechanics Analysis of Single-Toe Elastic Bar Fastening and Type III Elastic Bar Fastening in Urban Rail Transit

机译:城市轨道交通单趾弹性杆和Ⅲ型弹性杆的力学分析

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In order to analyze the mechanical factors of the elastic bar fracture of two kinds of fastening, single-toe fastening and Type III fastening, the finite element (FE) models of the elastic bars of above two kinds of fastenings were established. The simulation shows that the stress of the elastic bar by its vertical displacement and installation position influenced its fracture. For the single-toe elastic bar, the stress of the elastic bar in excessive installation was 2.1%-3.5%, 5.0%-7.7% larger than that in standard installation and in incomplete installation, respectively. For the type III elastic bar, the maximum stress of incomplete installation was close to that in standard installation. Comparing the elastic bars of two kinds of fastenings in normal installation, the stress of the elastic bar of Type III fastening was smaller, 46.3%-47.1% than that of single-toe fastening.
机译:为了分析单趾和Ⅲ型两种扣件的弹性杆断裂的力学因素,建立了以上两种扣件的弹性杆的有限元模型。仿真表明,弹性杆受其垂直位移和安装位置的应力影响其断裂。对于单趾弹性杆,过度安装的弹性杆的应力分别比标准安装和不完全安装的应力大2.1%-3.5%,5.0%-7.7%。对于III型弹性杆,不完全安装的最大应力接近于标准安装的最大应力。对比正常安装中两种扣件的弹性杆,Ⅲ型扣件的弹性杆的应力较小,比单趾扣件的应力大46.3%-47.1%。

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