Occurrence of plastic collapse under ratcheting due to gravity and seismic loading

IF 0.4 Q4 ENGINEERING, MECHANICAL Mechanical Engineering Journal Pub Date : 2022-01-01 DOI:10.1299/mej.21-00321
Satoru Kai, M. Ichimiya, N. Kasahara
{"title":"Occurrence of plastic collapse under ratcheting due to gravity and seismic loading","authors":"Satoru Kai, M. Ichimiya, N. Kasahara","doi":"10.1299/mej.21-00321","DOIUrl":null,"url":null,"abstract":"The most dominant failure mode of piping components under seismic loading is fatigue failure with ratcheting. While it was confirmed via the experimental tests in the past, the Primary stress limit is applied to seismic loading to prevent plastic collapse. The plastic collapse due to seismic loading was first confirmed at Pipe-Fitting Dynamic Reliability Program (PFDRP) conducted by EPRI in 1980s. But, the mechanism and occurrence condition of this failure has not been clarified yet. In this research, a composite failure mode of the ratchet-induced collapse, which represents the behavior of the plastic collapse failure induced by ratchet deformation, is introduced. The transition of the failure modes along ratcheting is explained with the seismic failure mode map which identifies the occurrence condition of ratcheting and first-excursion failure, and the X-Y trajectory, which explains the excitation condition of structures under ratcheting, is introduced to project the transition. With the X-Y trajectory and the occurrence condition of the plastic collapse, this study conceptually proposes the prediction approach of the ratchet-induced collapse without the simulation analyses.","PeriodicalId":45233,"journal":{"name":"Mechanical Engineering Journal","volume":"1 1","pages":""},"PeriodicalIF":0.4000,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mechanical Engineering Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1299/mej.21-00321","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0

Abstract

The most dominant failure mode of piping components under seismic loading is fatigue failure with ratcheting. While it was confirmed via the experimental tests in the past, the Primary stress limit is applied to seismic loading to prevent plastic collapse. The plastic collapse due to seismic loading was first confirmed at Pipe-Fitting Dynamic Reliability Program (PFDRP) conducted by EPRI in 1980s. But, the mechanism and occurrence condition of this failure has not been clarified yet. In this research, a composite failure mode of the ratchet-induced collapse, which represents the behavior of the plastic collapse failure induced by ratchet deformation, is introduced. The transition of the failure modes along ratcheting is explained with the seismic failure mode map which identifies the occurrence condition of ratcheting and first-excursion failure, and the X-Y trajectory, which explains the excitation condition of structures under ratcheting, is introduced to project the transition. With the X-Y trajectory and the occurrence condition of the plastic collapse, this study conceptually proposes the prediction approach of the ratchet-induced collapse without the simulation analyses.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
重力和地震荷载作用下棘轮塑性破坏的发生
地震荷载作用下管道构件最主要的破坏形式是带棘轮的疲劳破坏。在以往的试验试验中,为了防止塑性破坏,将主应力极限应用于地震荷载。地震荷载引起的塑性破坏最早是在20世纪80年代由EPRI进行的管件动态可靠性计划(PFDRP)中确认的。但是,这种失效的机理和发生条件尚未明确。本文提出了一种棘轮破坏的复合破坏模式,它代表了棘轮变形引起的塑性破坏行为。利用识别棘轮和一阶位移破坏发生条件的地震破坏模式图解释了沿棘轮破坏模式的转变,并引入解释结构在棘轮作用下的激励条件的X-Y轨迹来投射这种转变。根据塑性破坏的X-Y轨迹和发生条件,在不进行模拟分析的情况下,从概念上提出了棘轮诱导破坏的预测方法。
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 去求助
来源期刊
Mechanical Engineering Journal
Mechanical Engineering Journal ENGINEERING, MECHANICAL-
自引率
20.00%
发文量
42
期刊最新文献
Experimental identification of a lumped mass-spring system based on maximum likelihood estimation using steady response distribution of Fokker-Planck equation Model experiments on the influence of tunnel hood cross-sectional area on the reduction of the pressure gradient of the compression wavefront in high-speed railways Segment a cam contour with generalized cross product High-efficiency carbon dioxide reduction using catalytic nonthermal plasma desorption Development and operation of a system for diagnosing the condition of regional railways tracks
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1