Force Method Optimization.

Abstract

To overcome problems arising from the rigorous representation of stress constraints in structural optimization, the use of the force method is demonstrated. The force method of finite element analysis is used to transform a stress-constrained redundant structure into a stress and displacement constrained determinate structure for the purposes of optimization. The resulting problem is non-linear, but the use of a linear programming stage is effective in providing a rapid convergence on the optimum design in many cases. Problems which hitherto required many iterations to converge are now solvable in only one or two steps. The rate of constraint numbers versus numbers of variables is investigated analytically using a 22-bar truss problem as an example. The vital key in optimization technology is identified as the identification of active constraints. The incorporation of displacement constraints into the optimization program is also presented. Examples of problems solved by this approach are included. Discussion of difficulties encountered in the development work also provides indicators for future areas of research. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Feb 01, 1980
Accession Number
ADA089795

Entities

People

  • R. A. Gellatly
  • Richard D. Thom

Organizations

  • Bell Aircraft Corporation

Tags

Communities of Interest

  • Energy and Power Technologies
  • Space

DTIC Thesaurus Topics

  • Aeronautical Laboratories
  • Air Force
  • Air Force Facilities
  • Computer Programming
  • Computer Programs
  • Computers
  • Convergence
  • Detection
  • Dynamics
  • Equations
  • Finite Element Analysis
  • Government Procurement
  • Iterations
  • Linear Programming
  • Mathematical Programming
  • New York
  • Optimization

Readers

  • Calculus or Mathematical Analysis
  • Software Engineering.
  • Structural Dynamics.