Nonuniform beams on nonuniform elastic foundations are considered. The beams have sandwich cross-sections with cores of negligible stiffness and are subjected to a uniformly distributed load. The total volume of the beam and the total stiffness of the foundation (which may include elastic supports) are specified. Both the cross-sectional area of the beam and the stiffness distribution of the foundation are design functions. They are chosen to minimize the compliance (or, equivalently, the area displaced by the beam deflection function). The calculus of variations is used to derive optimality conditions, and results are obtained for cantilevers and pinned-pinned beams. Several types of solutions are found, involving a single elastic support or a region of uniform foundation bordered at internal locations by elastic supports. In comparison to a reference uniform beam with uniform foundation, the decrease in compliance is significant.
Skip Nav Destination
Article navigation
September 1989
Research Papers
Simultaneous Optimization of Beams and Their Elastic Foundations for Minimum Compliance
R. H. Plaut
R. H. Plaut
Charles E. Via, Jr. Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA. 24061
Search for other works by this author on:
R. H. Plaut
Charles E. Via, Jr. Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA. 24061
J. Appl. Mech. Sep 1989, 56(3): 629-632 (4 pages)
Published Online: September 1, 1989
Article history
Received:
August 9, 1988
Revised:
January 10, 1989
Online:
July 21, 2009
Citation
Plaut, R. H. (September 1, 1989). "Simultaneous Optimization of Beams and Their Elastic Foundations for Minimum Compliance." ASME. J. Appl. Mech. September 1989; 56(3): 629–632. https://doi.org/10.1115/1.3176138
Download citation file:
Get Email Alerts
Cited By
Related Articles
Comparison of Three-Dimensional Flexible Beam Elements for Dynamic Analysis: Classical Finite Element Formulation and Absolute Nodal Coordinate Formulation
J. Comput. Nonlinear Dynam (January,2010)
Linear Solar Concentrator Structural Optimization Using Variable Beam Cross Sections
J. Sol. Energy Eng (December,2018)
My Challenge in the Development of a Mixed Variational Method in Solid Mechanics
Appl. Mech. Rev (March,2007)
An Approximate Nonuniform Bending Theory and Its Application to the Swept-Plate Problem
J. Appl. Mech (September,1955)
Related Proceedings Papers
Related Chapters
Introduction and Definitions
Handbook on Stiffness & Damping in Mechanical Design
Field Experience with Fiberglass Pipe in the Middle East
Buried Plastic Pipe Technology