Abstract
In this paper the solutions for the bending of cantilever rectangular plates with concentrated load acting at any point of the middle line perpendicular to the clamped edge are given by means of a conception named modified simply supported edges and the method of superposition. Some numerical examples are presented. The total bending moment checks very well with the value determined statically.
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References
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Communicated by Xu Ci-da.
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Peng-cheng, L. Bending of cantilever rectangular plate with concentrated load. Appl Math Mech 3, 281–291 (1982). https://doi.org/10.1007/BF01877662
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DOI: https://doi.org/10.1007/BF01877662