Please use this identifier to cite or link to this item:
|Title:||Finite Element theory for Curved and Twisted Beams on Basis Exact Solutions for Three-Dimensional Solids. Part 1. Beam Concept and Geometrically Exact Nonlinear Formulation.|
|Authors:||PETROV E.; GERADIN Michel|
|Citation:||Computer Methods in Applied Mechanics and Engineering|
|Type:||Articles in periodicals and books|
|Abstract:||A geometrically exact and completely consistent finite element theory for curved and twisted beams is proposed. It is based on the kinematical hypotesis generally formulated for large deformation and accounts for all kinds of deformation of a three-dimensional solid: translational and rotational displacements of the cross-sections, warping of their plane and distortion of their contours. The principle of virtual work is applied in a straightforward manner to all non-zero six components of the strain and stress tensors.|
|JRC Directorate:||Joint Research Centre Historical Collection|
Files in This Item:
There are no files associated with this item.
Items in repository are protected by copyright, with all rights reserved, unless otherwise indicated.