Bibliographie der Veröffentlichungen über den Leichtbau und by Dr.-Ing. H. Winter (auth.)

By Dr.-Ing. H. Winter (auth.)

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Read or Download Bibliographie der Veröffentlichungen über den Leichtbau und seine Randgebiete im deutschen und ausländischen Schrifttum aus den Jahren 1940 bis 1954 / Bibliography of Publications on Light Weight Constructions and Related Fields in German and Foreign Lite PDF

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Additional resources for Bibliographie der Veröffentlichungen über den Leichtbau und seine Randgebiete im deutschen und ausländischen Schrifttum aus den Jahren 1940 bis 1954 / Bibliography of Publications on Light Weight Constructions and Related Fields in German and Foreign Lite

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Obviously, the correlation of light construction and economy still needs systematic 3cientific clarification. Theoretical investigations and experimentation should produce more insight into this subject. Admittedly, the problem is rather complex. For an autobus, e. , the financial benefit derived from a pound of saved weight patently depends upon sales price, exploitation of the vehicle, its fuel consumption, tyre depreciation, maintenance expenses, useful life, etc. Inspite of all these factors, it should be possible to arrive at useful evaluation figures.

Wenn man die Erfahrungen des Leichtbaues und seiner Randgebiete in einer Bibliographie verankern will, so muB man den vorher'gehenden Ausflihrungen zufolge eine breiteGrundlage wahlen. Auf die Notwendigkeit, das lehrbuch in dieser bibliogr,aphischen Aufstellung uber den Leichtbau aufzunehmen, ist an anderer Stelle dieser Arbeit schon kurz verwiesen worden. Will man sich auf einem Zweig der 22 Technik uber irgendeine Frage schnell unterrichten, so bieten dabei die LehrbucheT eine gute Hilfestellung.

The purpose of stress analysis in shell constructions is to determine the stress flow through given structures and to discover the best arrangement. The stiffening usually divides the sheet skin into rectangular fields. These plane or formed panels are subjected to normal and to shear loads. At some stress the unsupported sheet panel retains no longer stability of form, and waves are developing in it. This does not mean that the structure is no 32 longer able to support the load, as this limit is reached only when the stiffeners cripple or buckle.

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