1996
DOI: 10.1177/026635119601100404
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Truss and Beam Finite Elements Revisited: A Derivation Based on Displacement-Field Decomposition

Abstract: Where a finite element possesses symmetry properties, derivation of fundamental element matrices can be achieved more efficiently by decomposing the general displacement field into subspaces of the symmetry group describing the configuration of the element. In this paper, the procedure is illustrated by reference to the simple truss and beam elements, whose well-known consistent-mass matrices are obtained via the proposed method. However, the procedure is applicable to all one-, two- and three-dimensional fini… Show more

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Cited by 24 publications
(19 citation statements)
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“…First an arbitrary numbering is performed using the standard rules from group theory [30], Figure 3. Then the algorithm of Section 4 is performed.…”
Section: Group-theoretical Methodmentioning
confidence: 99%
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“…First an arbitrary numbering is performed using the standard rules from group theory [30], Figure 3. Then the algorithm of Section 4 is performed.…”
Section: Group-theoretical Methodmentioning
confidence: 99%
“…It is conventional to show the 'irreps' with ( ) and the 'redreps' by ( ) . The process of reduction into irreps, would correspondingly divide the vector space V into a number of group invariant subspaces V ( ) , such that none of these subspaces can be divided into further group invariant subspaces of smaller dimension [30]. In representation theory for symmetry groups, idempotents are projection operators which nullify all vectors of a given vector space other than those which belong to a particular subspace associated with a specific symmetry type.…”
mentioning
confidence: 99%
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“…This matrix is actually a permutation of the identity matrix. The eigenvalue decomposition of this matrix is required and can be calculated analytically (see [31]); hence, matrices L and X used in Equation (15) are simply calculated…”
Section: Eigenvalues Decompositionmentioning
confidence: 99%
“…Such techniques have been widely used in chemistry and physics [13][14][15], but in structural mechanics, the applications have not been extensive as other fields of science. However, the method has been successfully utilized in different cases, some of the most recent of which are the works of Healy and Treacy [16] and Zingoni et al [4,5,17,18]. The results are compared to those of existing methods based on graph theory and linear algebra.…”
Section: Introductionmentioning
confidence: 99%