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Comparison between sparse stiffness matrix and sub‐structure methods

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TLDR
In this article, it was shown that the sub-structure method can be more efficient than the sparse matrix method, if a suitable choice of sub-structures is assumed.
Abstract
Recent publications have emphasized the advantages of the sparseness of the over-all stiffness matrix of a structure. An alternative to setting up the over-all stiffness matrix is to use sub-structures. The main purpose of this paper is to show that there is equivalence between these two approaches when rows are not interchanged. It follows that a sparse matrix method can never be more efficient than the sub-structure method, if a suitable choice of sub-structures is assumed. However when identical sub-structures are contained within a structure the repetition can be utilized by the sub-structure method. In such cases the sub-structure method will often be quicker than the best sparse matrix solution.

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Citations
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Journal ArticleDOI

Exact Buckling and Frequency Calculations Surveyed

TL;DR: The stiffness matrix method as mentioned in this paper ensures that no natural frequencies are missed in undamped free vibration problems, and that no critical load factors are missing in buckling problems, even when using the exact member equations obtained by solving the appropriate differential equations.
Journal ArticleDOI

Substructuring techniques—status and projections

TL;DR: Status and recent developments of substructuring techniques and their application to structural analysis and design are summarized and the potential benefits of using such techniques with new computing hardware such as CDC STAR-100 and minicomputer systems are discussed.
Journal ArticleDOI

Exact eigenvalue calculations for structures with rotationally periodic substructures

TL;DR: In this paper, two classes of sous-structures a symetrie cyclique autour d'un axe longitudinal are considered, one reliee a structure-mere qu'aux extremites de son axe, tand the other reliee par un nombre quelconque de nœuds a sa structure -mere qui partage alors a periodicite rotationnelle.
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On the free vibration analysis of spinning structures by using discrete or distributed mass models

TL;DR: In this paper, it is shown that if the analysis is performed by using a discrete model with N degrees of freedom, the leading principal minors of the N th order dynamic stiffness matrix exhibit a type of Sturm sequence property, which can be used for the systematic calculation of the natural frequencies of either a discrete system which is assembled from substructures, or an assembly of distributed mass members.
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Recursive second order convergence method for natural frequencies and modes when using dynamic stiffness matrices

TL;DR: In this paper, the authors present a method for accurate and reliable computation of both natural frequencies and vibration modes using Newton's method in the vicinity of an exact natural frequency identified by the Wittrick-Williams algorithm.
References
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Journal ArticleDOI

A frontal solution program for finite element analysis

TL;DR: The program given here assembles and solves symmetric positive–definite equations as met in finite element applications, more involved than the standard band–matrix algorithms, but more efficient in the important case when two-dimensional or three-dimensional elements have other than corner nodes.
Journal ArticleDOI

Numerical Results for the Initial Buckling of Some Stiffened Panels in Compression

TL;DR: In this article, the buckling of a series of panels with unflanged or flanged integral stiffeners, or with Z-section stiffeners was investigated under uniform longitudinal compression.
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