Volume 15, Issue 1 (7-1994)
1994, 15(1): 11-22 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
M. Rezaiee-Pajand and M.R. Salari. Discrete Direct Sensititivity Analysis Method of Bending Element with Six Degree of Freedom. Computational Methods in Engineering 1994; 15 (1) :11-22
URL: http://jcme.iut.ac.ir/article-1-87-en.html
URL: http://jcme.iut.ac.ir/article-1-87-en.html
Abstract: (3288 Views)
This paper is about discrete sensitivity analysis. A triangular bending element with constant moment and six degrees of freedom is used. The required derivatives for sensitivity analysis are calculated explicitly. These formulations, finite element method and sequential linear programming are utilized to find shape optimization of plate bending structures. The numerical examples, which show the ability of the derivatives, are presented.
Keywords: -
