Publication Date:
2011-08-16
Description:
The paper presents an iterative, finite element method for minimum weight design of structures with respect to buckling constraints. The redesign equation is derived from the optimality criterion, as opposed to a numerical search procedure, and can handle problems that are characterized by the existence of two fundamental buckling modes at the optimal design. Application of the method is illustrated by beam and orthogonal frame design problems.
Keywords:
STRUCTURAL MECHANICS
Type:
International Journal of Solids and Structures; 9; July 197
Format:
text