Dynamic Analysis of Three-Dimensional Trusses

J. Bonet, A. J. Gil, R. D. Wood
{"title":"Dynamic Analysis of Three-Dimensional Trusses","authors":"J. Bonet, A. J. Gil, R. D. Wood","doi":"10.1017/9781316336083.003","DOIUrl":null,"url":null,"abstract":"This chapter describes the dynamic behavior of nonlinear three-dimensional pinjointed trusses. In doing so, the chapter aims to introduce in the simpler context of trusses a number of concepts that will be used in the more complex context of solids. The chapter follows closely the presentation of pin-jointed trusses given in Chapter 3 of NL-Statics. However, a number of formulas and derivations will be repeated for completeness, although the reader will occasionally be referred to the derivations in the NL-Statics volume. The chapter starts with a kinematic and dynamic description of an individual pinjointed axial truss member. In particular, the assumption of concentrated mass at the ends of the rod will be introduced at this stage. This is followed by the assembly of individual rod equations into the global dynamic equilibrium equations of a complete truss. The global dynamic equilibrium equations will be recast in Section 2.3 in the form of a variational principle, first in the form of the principle of virtual work and then as the more advanced Hamilton principle, in which concepts such as the Lagrangian, the action integral, phase space, and the simplectic product are introduced. These concepts will be generalized in Chapter 3 for three-dimensional solids. The set of dynamic equilibrium equations require the use of a discrete timestepping scheme in order to advance the solution in time, a process also known as the numerical time integration of the dynamic equilibrium equations. The same leap-frog and mid-point time integration presented in Chapter 1 can be used in the context of pin-jointed trusses. In the case of the leap-frog scheme, this leads to an explicit solution procedure whereby the next positions at each time step can be evaluated from the previous positions and current external forces without the solution of a nonlinear set of equations involving the evaluation of a tangent operator (called the tangent matrix). The explicit nature of this time-stepping scheme makes","PeriodicalId":243279,"journal":{"name":"Nonlinear Solid Mechanics for Finite Element Analysis: Dynamics","volume":"30 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Nonlinear Solid Mechanics for Finite Element Analysis: Dynamics","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1017/9781316336083.003","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

This chapter describes the dynamic behavior of nonlinear three-dimensional pinjointed trusses. In doing so, the chapter aims to introduce in the simpler context of trusses a number of concepts that will be used in the more complex context of solids. The chapter follows closely the presentation of pin-jointed trusses given in Chapter 3 of NL-Statics. However, a number of formulas and derivations will be repeated for completeness, although the reader will occasionally be referred to the derivations in the NL-Statics volume. The chapter starts with a kinematic and dynamic description of an individual pinjointed axial truss member. In particular, the assumption of concentrated mass at the ends of the rod will be introduced at this stage. This is followed by the assembly of individual rod equations into the global dynamic equilibrium equations of a complete truss. The global dynamic equilibrium equations will be recast in Section 2.3 in the form of a variational principle, first in the form of the principle of virtual work and then as the more advanced Hamilton principle, in which concepts such as the Lagrangian, the action integral, phase space, and the simplectic product are introduced. These concepts will be generalized in Chapter 3 for three-dimensional solids. The set of dynamic equilibrium equations require the use of a discrete timestepping scheme in order to advance the solution in time, a process also known as the numerical time integration of the dynamic equilibrium equations. The same leap-frog and mid-point time integration presented in Chapter 1 can be used in the context of pin-jointed trusses. In the case of the leap-frog scheme, this leads to an explicit solution procedure whereby the next positions at each time step can be evaluated from the previous positions and current external forces without the solution of a nonlinear set of equations involving the evaluation of a tangent operator (called the tangent matrix). The explicit nature of this time-stepping scheme makes
三维桁架的动力分析
本章描述了非线性三维铰缝桁架的动力特性。在这样做的过程中,本章的目的是在桁架的简单背景下介绍一些概念,这些概念将在更复杂的固体背景下使用。本章紧跟着nl -静力学第三章中关于铰接桁架的介绍。然而,为了完整起见,将重复一些公式和推导,尽管读者偶尔会参考nl -静力学卷中的推导。本章开始与运动学和动力学的描述,一个单独的铰接轴桁架成员。特别地,在这个阶段,将引入在杆的两端集中质量的假设。随后,将单个杆方程组装成完整桁架的整体动力平衡方程。全局动态平衡方程将在第2.3节中以变分原理的形式重新定义,首先以虚功原理的形式,然后作为更高级的汉密尔顿原理,其中引入了拉格朗日、作用积分、相空间和简单积等概念。这些概念将在第三章对三维实体进行概括。这组动态平衡方程需要使用离散时间步进格式,以便在时间上推进解,这一过程也称为动态平衡方程的数值时间积分。在第一章中提出的跳跃时间积分和中点时间积分也可以应用于销节点桁架。在跳跃式方案的情况下,这导致了一个显式的求解过程,即每个时间步的下一个位置可以从之前的位置和当前的外力中计算出来,而不需要求解涉及求切算子(称为切矩阵)的非线性方程组。这种时间步进方案的显式性质使得
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
来源期刊
自引率
0.00%
发文量
0
×
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