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| − | Published in ''Computers and Structures''Vol. 79 (22-25), pp. 2151-2163, 2001<br /> | + | Published in ''Computers and Structures'' Vol. 79 (22-25), pp. 2151-2163, 2001<br /> |
doi: 10.1016/S0045-7949(01)00067-0 | doi: 10.1016/S0045-7949(01)00067-0 | ||
== Abstract == | == Abstract == | ||
Latest revision as of 12:40, 1 February 2019
Published in Computers and Structures Vol. 79 (22-25), pp. 2151-2163, 2001
doi: 10.1016/S0045-7949(01)00067-0
Abstract
The basis of the finite point method (FPM) for the fully meshless solution of elasticity problems in structural mechanics is described. A stabilization technique based on a finite calculus procedure is used to improve the quality of the numerical solution. The efficiency and accuracy of the stabilized FPM in the meshless analysis of simple linear elastic structural problems is shown in some examples of applications.
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Published on 01/01/2001
DOI: 10.1016/S0045-7949(01)00067-0
Licence: CC BY-NC-SA license
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