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70-line 3D finite deformation elastoplastic finite-element code

Coombs, W.M.; Crouch, R.S.; Augarde, C.E.

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Authors

R.S. Crouch



Contributors

Benz T.
Editor

Nordal S.
Editor

Abstract

Few freeware FE programs offer the capabilities to include 3D finite deformation inelastic continuum analysis; those that do are typically expressed in tens of thousands of lines. This paper offers for the first time compact MATLAB scripts forming a complete finite deformation elasto–plastic FE program. The key modifications required to an infinitesimal FE program in order to include geometric non–linearity are described and the entire code given.

Citation

Coombs, W., Crouch, R., & Augarde, C. (2010). 70-line 3D finite deformation elastoplastic finite-element code. In B. T., & N. S. (Eds.), Numerical methods in geotechnical engineering : proceedings of the seventh european conference on numerical methods in geotechnical engineering, Trondheim, Norway, 2-4 June 2010 (151-156). https://doi.org/10.1201/b10551-28

Conference Name 7th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE)
Conference Location Trondheim, Norway
Publication Date Jun 1, 2010
Deposit Date Sep 13, 2011
Publicly Available Date May 13, 2015
Publisher Taylor and Francis
Pages 151-156
Book Title Numerical methods in geotechnical engineering : proceedings of the seventh european conference on numerical methods in geotechnical engineering, Trondheim, Norway, 2-4 June 2010.
ISBN 9780415592390
DOI https://doi.org/10.1201/b10551-28
Public URL https://durham-repository.worktribe.com/output/1158850

Files

Accepted Conference Proceeding (2.3 Mb)
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Copyright Statement
This is an Accepted Manuscript of a book chapter published by Taylor & Francis in Numerical methods in geotechnical engineering : proceedings of the seventh european conference on numerical methods in geotechnical engineering, Trondheim, Norway, 2-4 June 2010 on 25 May 2010 available online: https://www.taylorfrancis.com/books/9780203842362





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