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Journal ArticleDOI

On minimum weight design of statically loaded continuous beams with deflection constraints

F. Erbatur
- 01 Feb 1988 - 
- Vol. 71, Iss: 1, pp 227-232
TLDR
In this article, the authors considered the optimum design of elastic continuous beams of solid crosssection, subjected to static loading, and the deflection at a given point along the beam, is specified.
Abstract
The paper is concerned with optimum design of elastic continuous beams of solid crosssection, subjected to static loading. The deflection at a given point, along the beam, is specified. Assuming a rectangular cross-section and taking the thickness as the design variable, the thickness variation is sought as to make the weight of the beam a minimum. In the formulation, an energy concept is used. A numerical example is given for illustration.

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Citations
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Journal ArticleDOI

Multiobjective design optimization of continuous beams by numerical methods

TL;DR: In this article, the optimal thickness distribution of a two-span continuous beam is determined with the objectives of minimizing the maximum stress, maximizing the fundamental frequency and frequency separation between adjacent frequencies, and the self-weight of the beam is included in the computations.
Journal ArticleDOI

Minimum weight design of vibrating continuous beams for a given deflection

TL;DR: In this article, the minimum weight design of solid continuous beams for a given deflection, under the application of harmonically varying dynamic loads, is carried out based on the stationary mutual potential energy principle.
References
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Journal ArticleDOI

Optimal structural design for given deflection

TL;DR: In this article, the authors propose a Prinzip der stationaren gegenseitigen potentiellen Energie aufgestellt fur zwei Belastungssysteme eines elastischen Balkens veranderlicher Biegesteifigkeit.
Journal ArticleDOI

Optimal structural design for given deflection under periodic loading

TL;DR: In this paper, the minimum-weight design of structures subjected to periodic loading, under the constraint of a prescribed deflection at a specified point of the structure, is investigated. And the stationary mutual potential energy is extended to cover periodic loading and a sufficient condition for stationary weight is derived.
Journal ArticleDOI

Optimal design of rotating disk for given radial displacement of edge

TL;DR: In this article, a necessary and sufficient optimality condition is derived for axially-symmetric, rotating, elastic disks with uniform radial displacement at the circular edge, and its use in the determination of optimal disk profiles is illustrated.
Journal ArticleDOI

Optimal design of statically determinate beams for given deflection

TL;DR: A necessary and sufficient condition for global optimality of a statically determinate sandwich beam that is to have a given deflection at a specified cross-section was given in this paper.
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