A data structure is described that stores only the non‐zero terms of the assembled stiffness matrix. This storage scheme results in considerable reduction in memory demand during the assembly phase of a finite element program. Therefore, larger matrices can be formed in the main memory of the computer. When secondary store must be used this approach reduces the I/O cost during the assembly stage. An algorithm is derived that starts with the element connectivity information and generates the compacted data structure. The element matrices are then assembled to form the stiffness matrix with this storage scheme. The assembly algorithm is described and a FORTRAN listing of the routines is presented. The reduction in storage is demonstrated with the aid of numerical examples.
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1 April 1984
Review Article|
April 01 1984
An algorithm for assembly of stiffness matrices into a compacted data structure Available to Purchase
Bahram Nour‐Omid;
Bahram Nour‐Omid
Center for Pure and Applied Mathematics, University of California, Berkeley, CA 94720, USA
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Robert L. Taylor
Robert L. Taylor
Civil Engineering Department, University of California, Berkeley, CA 94720, USA
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Publisher: Emerald Publishing
Online ISSN: 1758-7077
Print ISSN: 0264-4401
© MCB UP Limited
1984
Engineering Computations (1984) 1 (4): 312–317.
Citation
Nour‐Omid B, Taylor RL (1984), "An algorithm for assembly of stiffness matrices into a compacted data structure". Engineering Computations, Vol. 1 No. 4 pp. 312–317, doi: https://doi.org/10.1108/eb023585
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