Rail-structure interaction and vehicle-track-structure interaction level 1 and 2 analyses

Pub Date : 2023-07-06 DOI:10.3233/brs-230213
M. Fedorova, M. Sivaselvan, O. Kurc, A. Karakaplan
{"title":"Rail-structure interaction and vehicle-track-structure interaction level 1 and 2 analyses","authors":"M. Fedorova, M. Sivaselvan, O. Kurc, A. Karakaplan","doi":"10.3233/brs-230213","DOIUrl":null,"url":null,"abstract":"Rail-structure interaction (RSI) analysis and vehicle-track-structure-interaction (VTSI) analysis are often required during bridge design. For example, the California High-Speed Train Project requires RSI analysis for final design of all structures, as well as VTSI analysis, with the level of interaction to be modeled determined by the complexity of a structure. The goal of RSI analysis is to ensure that superstructure deformations and rail stresses are within acceptable limits. VTSI analysis is a dynamic analysis that takes into account influence of actual trainsets. VTSI Level 1 analysis includes train loads as a series of moving loads. This analysis allows evaluation of dynamic impact effects from trainsets and vertical accelerations of the deck. For complex high-speed railway bridges, VTSI Level 2 might be required, accounting for full dynamic interaction between the trainset and the bridge. To represent this interaction, the trainset is modeled as a multibody system consisting of rigid bodies, springs, and dashpots. The interaction between wheels and rails is accounted for through kinematic constraints and Lagrange multipliers. This paper presents modeling, RSI, and VTSI analyses of a railway bridge in the LARSA 4D software package. The track and superstructure are modeled in an expedited way using a macro that generates the track, approach, and bridge geometries. Fasteners are modeled as hysteretic springs and automatically positioned along the curved geometry of the track using a LARSA 4D’s bridge path coordinate system definition. RSI analysis is performed accounting for temperature differentials between rails and the deck, vertical train loads, acceleration and braking forces. Break in the rail is introduced using stage construction analysis, followed by progressive collapse analysis (with adapting increments and arc-length control) or nonlinear dynamic analysis. Finally, VTSI Level 1 and 2 analyses are performed and the results are compared. Car body accelerations are compared to limit values to ensure passenger comfort.","PeriodicalId":0,"journal":{"name":"","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-07-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.3233/brs-230213","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Rail-structure interaction (RSI) analysis and vehicle-track-structure-interaction (VTSI) analysis are often required during bridge design. For example, the California High-Speed Train Project requires RSI analysis for final design of all structures, as well as VTSI analysis, with the level of interaction to be modeled determined by the complexity of a structure. The goal of RSI analysis is to ensure that superstructure deformations and rail stresses are within acceptable limits. VTSI analysis is a dynamic analysis that takes into account influence of actual trainsets. VTSI Level 1 analysis includes train loads as a series of moving loads. This analysis allows evaluation of dynamic impact effects from trainsets and vertical accelerations of the deck. For complex high-speed railway bridges, VTSI Level 2 might be required, accounting for full dynamic interaction between the trainset and the bridge. To represent this interaction, the trainset is modeled as a multibody system consisting of rigid bodies, springs, and dashpots. The interaction between wheels and rails is accounted for through kinematic constraints and Lagrange multipliers. This paper presents modeling, RSI, and VTSI analyses of a railway bridge in the LARSA 4D software package. The track and superstructure are modeled in an expedited way using a macro that generates the track, approach, and bridge geometries. Fasteners are modeled as hysteretic springs and automatically positioned along the curved geometry of the track using a LARSA 4D’s bridge path coordinate system definition. RSI analysis is performed accounting for temperature differentials between rails and the deck, vertical train loads, acceleration and braking forces. Break in the rail is introduced using stage construction analysis, followed by progressive collapse analysis (with adapting increments and arc-length control) or nonlinear dynamic analysis. Finally, VTSI Level 1 and 2 analyses are performed and the results are compared. Car body accelerations are compared to limit values to ensure passenger comfort.
分享
查看原文
轨道-结构相互作用和车辆-轨道-结构相互作用的一级和二级分析
桥梁设计中经常需要进行轨道-结构相互作用(RSI)分析和车辆-轨道-结构交互作用(VTSI)分析。例如,加州高速列车项目要求对所有结构的最终设计进行RSI分析,以及VTSI分析,相互作用的水平由结构的复杂性决定。RSI分析的目标是确保上部结构变形和轨道应力在可接受的范围内。VTSI分析是一种考虑实际列车组影响的动态分析。VTSI 1级分析包括作为一系列移动荷载的列车荷载。该分析允许评估列车组和甲板垂直加速度的动态冲击效应。对于复杂的高速铁路桥梁,可能需要VTSI 2级,以考虑列车组和桥梁之间的全动态相互作用。为了表示这种相互作用,列车集被建模为一个由刚体、弹簧和阻尼器组成的多体系统。车轮和轨道之间的相互作用是通过运动学约束和拉格朗日乘子来解释的。本文在LARSA 4D软件包中介绍了铁路桥梁的建模、RSI和VTSI分析。使用生成轨道、引道和桥梁几何形状的宏,以快速的方式对轨道和上部结构进行建模。紧固件被建模为滞后弹簧,并使用LARSA 4D的桥梁路径坐标系定义沿着轨道的弯曲几何形状自动定位。RSI分析考虑了轨道和甲板之间的温差、垂直列车荷载、加速度和制动力。钢轨断裂采用阶段施工分析,然后采用渐进坍塌分析(采用自适应增量和弧长控制)或非线性动力学分析。最后,进行VTSI 1级和2级分析,并对结果进行比较。将车身加速度与极限值进行比较,以确保乘客的舒适性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信