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Symmetrically Loaded Circular Plates under the Combined Action of Lateral and End Loading

Published online by Cambridge University Press:  07 June 2016

Raymond Hicks
Raymond Hicks*
Affiliation:
G.E.C. Simon-Carves Atomic Energy Group
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Extract

Expressions are obtained for the radial and tangential bending moments in a circular plate under the combined action of (a) a lateral load concentrated on the circumference of a circle and an end tension or compression, and (b) a uniformly distributed lateral load, having a diameter less than the diameter of the plate, and an end tension or compression. For both types of loading, solutions are obtained for plates which are simply-supported and for plates with an arbitrary end rotation.

In addition, the following limiting cases are considered: (i) concentrated lateral load with end tension or compression, and (ii) an infinite plate under the simultaneous action of an end tension and a lateral load concentrated on the circumference of a circle of finite diameter.

Type
Research Article
Information
Aeronautical Quarterly , Volume 10 , Issue 3 , August 1959 , pp. 266 - 282
Copyright
Copyright © Royal Aeronautical Society. 1959

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References

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