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Closed-Form Solution for a Cantilevered Sectorial Plate Subjected to a Tip Bending Moment
A closed-form solution is presented for a cantilevered sectorial plate subjected to a tip bending moment. Deflections from this solution are compared with those from a finite-element analysis and are found to be in excellent agreement. Closed-form normalized deflections and slopes at the fixed support resulting from an approximate enforcement of the boundary conditions there deviated from zero by less than 0.04%.
Closed-Form Solution for a Cantilevered Sectorial Plate Subjected to a Tip Bending Moment
A closed-form solution is presented for a cantilevered sectorial plate subjected to a tip bending moment. Deflections from this solution are compared with those from a finite-element analysis and are found to be in excellent agreement. Closed-form normalized deflections and slopes at the fixed support resulting from an approximate enforcement of the boundary conditions there deviated from zero by less than 0.04%.
Closed-Form Solution for a Cantilevered Sectorial Plate Subjected to a Tip Bending Moment
Christy, Carl W. (author) / Weggel, David C. (author) / Smelser, R. E. (author) / Kennedy, Benjamin T. (author)
Journal of Engineering Mechanics ; 140 ; 640-643
2013-05-17
42014-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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