Minimization of the least favorable static response of a two-span beam subjected to uncertain loading

Author Type

Faculty

Co-Author Type 1

Outside Researcher

Co-Author Type 2

Outside Researcher

Co-Author Type 3

Outside Researcher

College

Engineering and Computer Science

Department

Ocean and Mechanical Engineering

Document Type

Article

Publication/Event/Conference Title

Thin Walled Structures

Publication Status

Version of Record

Abstract

In this paper we investigate a novel way of optimization of the two-span beam subjected to the uncertain loading. Uncertainty is described by the fact that the precise distribution of the load is unknown, however, the Fourier components of it are bounded by an ellipsoid. The maximum possible displacement as well as maximum possible bending moment are determined as a first step. In the second step, these maximum quantities are minimized by placing the support in the proper location. This hybrid optimization and anti-optimization constitute the regulation of the static behavior of the two-span beam under uncertain-but-bounded loading. © 2013 Elsevier Ltd.

First Page

49

Last Page

56

DOI

10.1016/j.tws.2013.04.004

Publication Date

6-4-2013

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