Abstract
The formulation and programming of the six‐node, curved isoparametric triangle in plane stress is presented. This is intended to fill an apparent vacuum in the open finite element literature.
Back to Top
Document information
Published on 01/01/1990
DOI: 10.1108/eb023804
Licence: CC BY-NC-SA license
Share this document
claim authorship
Are you one of the authors of this document?