2015
DOI: 10.12988/ams.2015.54358
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On the solvability of geometrically nonlinear problem of sandwich plate theory

Abstract: The problem of determining the stress-strain state rigidly fixed sandwich plate with transversely soft core in the presence of constraints (i.e., material nonlinearity) corresponding to the ideal elastic-plastic model for the core material is considered. Solvability of the generalized statement of the problem as a problem of finding the saddle point of some functionals is investigated.

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Cited by 33 publications
(18 citation statements)
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“…To illustrate theoretical results of Theorems 1 and 2, we have solved the eigenvalue problem (9) for ( ) 1, p x = ( ) 1, r x = 1, l = using the finite difference scheme (23), (24) …”
Section: Finite Difference Approximation Of the Problemmentioning
confidence: 99%
See 1 more Smart Citation
“…To illustrate theoretical results of Theorems 1 and 2, we have solved the eigenvalue problem (9) for ( ) 1, p x = ( ) 1, r x = 1, l = using the finite difference scheme (23), (24) …”
Section: Finite Difference Approximation Of the Problemmentioning
confidence: 99%
“…The theoretical basis for the study of nonlinear spectral problems is results obtained for linear eigenvalues problems [17][18][19][20][21][22][23]. In the papers [24][25][26][27][28][29][30], numerical methods for solving applied nonlinear boundary value problems and variational inequalities have been studied.…”
Section: Introductionmentioning
confidence: 99%
“…The theoretical basis for the study of nonlinear eigenvalue problems is results obtained for linear eigenvalues problems [17][18][19][20][21][22][23]. In the papers [24][25][26][27][28][29][30], numerical methods for solving applied nonlinear boundary value problems and variational inequalities have been studied. …”
Section: Introductionmentioning
confidence: 99%
“…Here had brought monographs [1][2][3][4][5][6] and articles [7][8][9][10][11][12][13][14][15][16][17][18][19][20][21][22] as classical examples, it should be noted that in all these mentioned works occurs large deformations. In these problems, one of the most apprehensions to build calculation contrivance is the decomposition of total deformations or their velocities into the elastic and plastic components.…”
Section: Introductionmentioning
confidence: 99%