Research Article
Apr 1973

Structural Designs for Bounds on Dynamic Response

Publication: Journal of the Engineering Mechanics Division
Volume 99, Issue 2

Abstract

An upper bound on the displacement at a particular point on an elastic beam resulting from impulsive loading may be established. For a given volume of material in a beam of sandwich cross section, a necessary and sufficient condition for a local minimum in the displacement bound for a prescribed loading is developed by means of the calculus of variations. Optimal design based on this condition is illustrated by examples of statically determinate and indeterminate beams. It is shown that the procedure leads to a significant reduction of the displacement bound in comparison to uniform beams.

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Journal of the Engineering Mechanics Division
Volume 99Issue 2April 1973
Pages: 261 - 270

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Published in print: Apr 1973
Published online: Feb 3, 2021

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J.-M. Chern
Research Engr., Foster Wheeler Corp.; formerly Research Assoc., Div. of Engrg., Brown Univ., Providence, R.I.
J.F. Dafalias
Research Asst., Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif.; formerly, Research Asst., Div. of Engrg., Brown Univ., Providence, R.I.
John B. Martin, M.ASCE
Prof. of Civ. Engrg., Univ. of Cape Town, Cape Town, South Africa; formerly Prof. of Engrg., Brown Univ., Providence, R.I.

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