m (Move page script moved page Samper et al 2018x to Onate et al 1994a) |
|||
| (2 intermediate revisions by one other user not shown) | |||
| Line 5: | Line 5: | ||
A general Finite Volume Method (FVM) for the analysis of structural problems is presented. It is shown that the FVM can be considered to be a particular case of finite elements with a non‐Galerkin weighting. For structural analysis this can readily be interpreted as equivalent to the unit displacement method which involves mainly surface integrals. Both displacement and mixed FV formulations are presented for static and dynamic problems. | A general Finite Volume Method (FVM) for the analysis of structural problems is presented. It is shown that the FVM can be considered to be a particular case of finite elements with a non‐Galerkin weighting. For structural analysis this can readily be interpreted as equivalent to the unit displacement method which involves mainly surface integrals. Both displacement and mixed FV formulations are presented for static and dynamic problems. | ||
| − | + | <pdf>Media:Samper_et_al_2018x_8284_1994-IJNME-finite-volume-no.pdf</pdf> | |
| − | <pdf>Media: | + | |
Latest revision as of 12:40, 1 February 2019
Published in Int. Journal for Numerical Methods in Engineering Vol. 37 (2), pp. 181-201, 1994
doi: 10.1002/nme.1620370202
Abstract
A general Finite Volume Method (FVM) for the analysis of structural problems is presented. It is shown that the FVM can be considered to be a particular case of finite elements with a non‐Galerkin weighting. For structural analysis this can readily be interpreted as equivalent to the unit displacement method which involves mainly surface integrals. Both displacement and mixed FV formulations are presented for static and dynamic problems.
Back to Top
Document information
Published on 01/01/1994
DOI: 10.1002/nme.1620370202
Licence: CC BY-NC-SA license
Share this document
claim authorship
Are you one of the authors of this document?