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Comparison of the approximate solution with the solution of the differential equation for the static problem of deep-profiled sandwich panels

Pozorska Jolanta

Journal of Applied Mathematics and Computational Mechanics

2020

Vol. 19, nr 4

81--88

The article presents an approximate method of solving the problem of statics of sandwich elements with deep-profiled facings. This method is compared with the widely accepted theory of sandwich beams. The example of uniformly loaded, simply-supported, single-span sandwich beam is presented. The results of displacements, internal forces and stresses obtained by both methods are compared. The results confirm the good compliance of the presented solutions, in particular in terms of displacements.