使用 ansys workbench 对 KRK 桥进行模态分析

Yang Fei
{"title":"使用 ansys workbench 对 KRK 桥进行模态分析","authors":"Yang Fei","doi":"10.54254/2755-2721/78/20240413","DOIUrl":null,"url":null,"abstract":"The modal analysis of KRK bridge is presented in this paper. The solid model and finite element model of KRK bridge are established by ANSYS WORKBENCH 2023 R2. The model is a whole, not made up of multiple parts. Due to the limited finite element number of WORKBENCH, there may be some deviation between the model studied in this paper and the reality. The mass of the model used in this paper is consistent with reality. The modal analysis is carried out under the boundary condition that the bottom of the bridge column is fixed and the two ends are not fixed. The model does not shift in any direction. The aim is to find six modes that have their own natural frequencies and modal modes. The natural frequency of the model is obtained, and the resonance and collapse of the model are avoided during use.","PeriodicalId":502253,"journal":{"name":"Applied and Computational Engineering","volume":"33 40","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-07-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Modal analysis of KRK Bridge by using ansys workbench\",\"authors\":\"Yang Fei\",\"doi\":\"10.54254/2755-2721/78/20240413\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The modal analysis of KRK bridge is presented in this paper. The solid model and finite element model of KRK bridge are established by ANSYS WORKBENCH 2023 R2. The model is a whole, not made up of multiple parts. Due to the limited finite element number of WORKBENCH, there may be some deviation between the model studied in this paper and the reality. The mass of the model used in this paper is consistent with reality. The modal analysis is carried out under the boundary condition that the bottom of the bridge column is fixed and the two ends are not fixed. The model does not shift in any direction. The aim is to find six modes that have their own natural frequencies and modal modes. The natural frequency of the model is obtained, and the resonance and collapse of the model are avoided during use.\",\"PeriodicalId\":502253,\"journal\":{\"name\":\"Applied and Computational Engineering\",\"volume\":\"33 40\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-07-26\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Applied and Computational Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.54254/2755-2721/78/20240413\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Applied and Computational Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.54254/2755-2721/78/20240413","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

本文介绍了 KRK 桥的模态分析。KRK 桥的实体模型和有限元模型由 ANSYS WORKBENCH 2023 R2 建立。该模型是一个整体,而不是由多个部分组成。由于 WORKBENCH 有限元数量有限,本文研究的模型可能与实际情况存在一定偏差。本文所用模型的质量与实际相符。模态分析是在桥柱底部固定、两端不固定的边界条件下进行的。模型不会向任何方向移动。目的是找到有各自固有频率和模态的六种模态。从而获得模型的固有频率,避免模型在使用过程中发生共振和坍塌。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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
Modal analysis of KRK Bridge by using ansys workbench
The modal analysis of KRK bridge is presented in this paper. The solid model and finite element model of KRK bridge are established by ANSYS WORKBENCH 2023 R2. The model is a whole, not made up of multiple parts. Due to the limited finite element number of WORKBENCH, there may be some deviation between the model studied in this paper and the reality. The mass of the model used in this paper is consistent with reality. The modal analysis is carried out under the boundary condition that the bottom of the bridge column is fixed and the two ends are not fixed. The model does not shift in any direction. The aim is to find six modes that have their own natural frequencies and modal modes. The natural frequency of the model is obtained, and the resonance and collapse of the model are avoided during use.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Research on integrating hydrogen energy storage with solar and wind power for Net-Zero energy buildings Design and implementation of scrambling and decoding circuits Research on the life cycle assessment of cement Research on the intelligent fatigue detection of metal components in vehicles Research progress in home energy management systems consideration of comfort
×
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