Structural optimization on geometrical configuration and element sizing with statical and dynamical constraints
Authors:
J. H. Lin
Affiliation:
Department of Civil Engineering, Princeton University, Princeton, NJ 08540, U.S.A.
Department of Engineering Mechanics Institute, Dalian Institute of Technology, Dalian 116024, Liaoning, People's Republic of China
Abstract:
In this paper, a bi-factor -β algorithm based on the Kuhn-Tucker criteria about the minimal weight design of a structure under statical and dynamical constraints, is presented. Among the constraints, that of “frequency-prohibited band” is a new formulation which requires any characteristic frequency of the structure not to fall into a certain frequency region. The desing variables may cover sizes of the elements and/or coordinates of the nodes. The upper and lower bounds of each variable are specified, and the stress constraints based on full-stress criteria may also be taken into account. Satisfactory results have been obtained over varous examples wherein the stiffness and/or mass matrices of the structure may be highly nonlinear about the design variables.