Study on dynamic response of high speed train window glass under tunnel aerodynamic effects

Xiaogen Liu, Shuang Qi, Detian Wan, Dezhi Zheng
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Abstract

PurposeThis paper aims to analyze the bearing characteristics of the high speed train window glass under aerodynamic load effects.Design/methodology/approachIn order to obtain the dynamic strain response of passenger compartment window glass during high-speed train crossing the tunnel, taking the passenger compartment window glass of the CRH3 high speed train on Wuhan–Guangzhou High Speed Railway as the research object, this study tests the strain dynamic response and maximum principal stress of the high speed train passing through the tunnel entrance and exit, the tunnel and tunnel groups as well as trains meeting in the tunnel at an average speed of 300 km·h-1.FindingsThe results show that while crossing the tunnel, the passenger compartment window glass of high speed train is subjected to the alternating action of positive and negative air pressures, which shows the typical mechanic characteristics of the alternating fatigue stress of positive-negative transient strain. The maximum principal stress of passenger compartment window glass for high speed train caused by tunnel aerodynamic effects does not exceed 5 MPa, and the maximum value occurs at the corresponding time of crossing the tunnel groups. The high speed train window glass bears medium and low strain rates under the action of tunnel aerodynamic effects, while the maximum strain rate occurs at the meeting moment when the window glass meets the train head approaching from the opposite side in the tunnel. The shear modulus of laminated glass PVB film that makes up high speed train window glass is sensitive to the temperature and action time. The dynamically equivalent thickness and stiffness of the laminated glass and the dynamic bearing capacity of the window glass decrease with the increase of the action time under tunnel aerodynamic pressure. Thus, the influence of the loading action time and fatigue under tunnel aerodynamic effects on the glass strength should be considered in the design for the bearing performance of high speed train window glass.Originality/valueThe research results provide data support for the analysis of mechanical characteristics, damage mechanism, strength design and structural optimization of high speed train glass.
隧道气动作用下高速列车车窗玻璃动力响应研究
目的分析气动载荷作用下高速列车车窗玻璃的承载特性。为获得高速列车穿越隧道时乘客车厢车窗玻璃的动态应变响应,本研究以武广高速铁路CRH3号高速列车乘客车厢车窗玻璃为研究对象,对高速列车通过隧道出入口时的应变动态响应和最大主应力进行了测试。隧道、隧道组以及列车在隧道内汇合,平均速度为300 km·h-1。结果表明:高速列车客舱窗玻璃在穿越隧道时,受到正负压交替作用,呈现出典型的正负瞬态应变交变疲劳应力的力学特征;隧道气动效应对高速列车客舱车窗玻璃造成的最大主应力不超过5 MPa,其最大值出现在相应的隧道群穿越时间。高速列车车窗玻璃在隧道气动作用下承受中低应变率,最大应变率出现在与隧道内迎面驶来的列车车头相遇时刻。构成高速列车车窗玻璃的夹层玻璃PVB膜的剪切模量对温度和作用时间敏感。在隧道气动压力作用下,夹层玻璃的动态等效厚度和刚度以及窗玻璃的动态承载力随作用时间的增加而减小。因此,在设计高速列车车窗玻璃承载性能时,应考虑荷载作用时间和隧道气动作用下的疲劳对玻璃强度的影响。研究结果为高速列车玻璃的力学特性分析、损伤机理、强度设计和结构优化提供了数据支持。
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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