一种资源高效的张拉整体结构寻形方法

IF 1.5 4区 工程技术 Q3 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Heping Liu, Sanaullah, Angelo Vumiliya, Ani Luo
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引用次数: 0

摘要

目的利用结构的最小知识获得稳定的张拉整体结构。设计/方法/途径基于特征值分解(EVD)和奇异值分解定理,提出了三种方法。这两个定理是在矩阵上实现的,它们是由结构的最小数据计算得到的。结构所需的最小数据是结构的尺寸、结构的连通性矩阵和由单元类型计算出的初始力密度矩阵。基于力密度矩阵和平衡矩阵的秩不足,分析了结构的稳定性。本文的主要目的是使用定义的方法找到(1)结构的节点坐标,(2)结构的最终力密度值,(3)从多个自应力中获得单个自应力,(4)稳定结构。独创性/价值通过定义的方法,可以了解每种方法的差异,包括:(1)特征值的选择,(2)从第一分解定理中选择节点坐标,(3)进一步选择机构模式和力密度值,(4)从多个自应力中求解单个可行自应力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A resource-efficient form-finding approach to tensegrity structures

Purpose

The aim of this article is to obtain a stable tensegrity structure by using the minimum knowledge of the structure.

Design/methodology/approach

Three methods have been formulated based on the eigen value decomposition (EVD) and singular value decomposition theorems. These two theorems are being implemented on the matrices, which are computed from the minimal data of the structure. The required minimum data for the structure is the dimension of the structure, the connectivity matrix of the structure and the initial force density matrix computed from the type of elements. The stability of the structure is analyzed based on the rank deficiency of the force density matrix and equilibrium matrix.

Findings

The main purpose of this article is to use the defined methods to find (1) the nodal coordinates of the structure, (2) the final force density values of the structure, (3) single self-stress from multiple self-stresses and (4) the stable structure.

Originality/value

By using the defined approaches, one can understand the difference of each method, which includes, (1) the selection of eigenvalues, (2) the selection of nodal coordinates from the first decomposition theorem, (3) the selection of mechanism mode and force density values further and (4) the solution of single feasible self-stress from multiple self-stresses.

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来源期刊
Engineering Computations
Engineering Computations 工程技术-工程:综合
CiteScore
3.40
自引率
6.20%
发文量
61
审稿时长
5 months
期刊介绍: The journal presents its readers with broad coverage across all branches of engineering and science of the latest development and application of new solution algorithms, innovative numerical methods and/or solution techniques directed at the utilization of computational methods in engineering analysis, engineering design and practice. For more information visit: http://www.emeraldgrouppublishing.com/ec.htm
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