IN Part I of this paper, the basic equations were established for the various modes of instability of flat sandwich panels subjected to lengthwise compression. Whilst these equations are valuable in determining the strength of a given panel they do not give a direct indication of the cross-sectional dimensions of a panel required to carry a given load, especially if the panel is to be the optimum, i.e. of minimum weight.


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    Title :

    Sandwich Construction


    Subtitle :

    Correlation and Extension of Existing Theory of Flat Panels Subjected to Lengthwise Compression


    Contributors:
    Heath, W.G. (author)

    Published in:

    Publication date :

    1960-08-01


    Size :

    6 pages




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    English



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