Summary
The application of the line-solution technique to the analysis of uniformly loaded cantilever plates is described in this paper. In this method, the two-dimensional partial differential equation of plate theory is reduced to a set of ordinary linear differential equations by replacing the derivatives in one direction by their finite-difference equivalents. The resulting equations are solved numerically by the matrix-progression technique.
Three different approaches are suggested for the elimination of the corner forces which arise as a result of using Kirchhoff's boundary conditions. Numerical results are presented and compared with those of previous theoretical and experimental investigations.
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Coull, A., Rao, K.S. Analysis of cantilever plates by the line-solution technique. Appl. Sci. Res. 18, 309–321 (1968). https://doi.org/10.1007/BF00382355
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DOI: https://doi.org/10.1007/BF00382355