The Optimum Problem of the Sandwich Plate

Author:

Flügge W.1

Affiliation:

1. School of Engineering, Stanford University, Stanford, Calif.

Abstract

Abstract While numerous papers have been published on the stability of sandwich plates in compression, Fig. 1, so far, attention has almost exclusively been focused on the problem of finding the critical load under which the plate becomes unstable, assuming that the dimensions and the materials are given. Some 7 or 8 years ago the author realized that this is not enough for practical purposes. The engineer needs some advice as to how the dimensions of a plate should be chosen in order to obtain a favorable relation between its weight and the load carried. The method used in answering this question will be explained in this paper.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Core thickness optimization of buckling‐endangered sandwich columns under compressive loads;PAMM;2023-03

2. Advances in the Structural Modeling of Elastic Sandwich Panels;Mechanics of Advanced Materials and Structures;2004-07

3. Plates and Panels;Optimal Structural Design under Stability Constraints;1988

4. Buckling of sandwich constructions beyond the elastic limit;Journal of the Mechanics and Physics of Solids;1958-07

5. Certain aspects of the problem of efficient structural design;Journal of the Franklin Institute;1955-08

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