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Authors
Affiliations
1 Massachusetts Institute of Technology, US
Source
The Journal of the Indian Mathematical Society, Vol 3 (1939), Pagination: 200-201
Abstract
In this note we shall prove that for certain types of loading, the problem of bending and buckling of thin elastic rectangular plates of linearly varying stiffness admits very simple solutions, which are known from the theory of bending and buckling of bars and plates of constant thickness.