| (2 intermediate revisions by 2 users not shown) | |||
| Line 4: | Line 4: | ||
An incremental Total Lagrangian Formulation for curved beam elements that includes the effect of large rotation increments is developed. A complete and symmetric tangent stiffness matrix is obtained and the numerical results show, in general, an improvement over the standard formulation where the assumption of infinitesimal rotation increments is made in the derivation of the tangent stiffness matrix. | An incremental Total Lagrangian Formulation for curved beam elements that includes the effect of large rotation increments is developed. A complete and symmetric tangent stiffness matrix is obtained and the numerical results show, in general, an improvement over the standard formulation where the assumption of infinitesimal rotation increments is made in the derivation of the tangent stiffness matrix. | ||
| + | |||
| + | <pdf>Media:Dvorkin_et_al_1988a_2870_DvoOnOli1988.pdf</pdf> | ||
Latest revision as of 11:49, 12 April 2019
Published in Int. Journal for Numerical Methods in Engineering Vol. 26 (7), pp. 1597-1613, 1988
doi: 10.1002/nme.1620260710
Abstract
An incremental Total Lagrangian Formulation for curved beam elements that includes the effect of large rotation increments is developed. A complete and symmetric tangent stiffness matrix is obtained and the numerical results show, in general, an improvement over the standard formulation where the assumption of infinitesimal rotation increments is made in the derivation of the tangent stiffness matrix.
Back to Top
Document information
Published on 01/01/1988
DOI: 10.1002/nme.1620260710
Licence: CC BY-NC-SA license
Share this document
claim authorship
Are you one of the authors of this document?