Circular Thin Plates in Bending
In this chapter we elaborate on the theory of thin plates for circular plates resisting an axisymmetric load. We can do that in a compact way by using the derivation of the bi-harmonic equation for rectangular coordinates in Chapter 4 and its transformation to polar coordinates in Chapter 6.
KeywordsShear Force Point Load Circular Plate Support Reaction Axisymmetric Load
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