1990
DOI: 10.1007/bf01566207
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The dynamical problem of an elastic plate resting on a two-parameter foundation which does not react in tension

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Cited by 2 publications
(6 citation statements)
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“…The analytical solution of the augmented Lagrangian formulation (17) is determined solving a sequence of differential equations, each one representing a plate in unilateral contact with an elastic Winkler medium. Adopting the iteration procedure obtained from the functional ( 17), the contact pressure after n augmentations is where yf = -k,/D, A ; -' ( X ) is an (n -1)th degree polynomial and C; are constants of integration determined by the boundary conditions, Hence, along the part of plate in contact with the rigid support, the solution is with E:-'(x) a polynomial of (n -1)th degree, different from nl-'(x), and C : are constants of integration determined by the boundary conditions.…”
Section: Cylindrical Bending Of Strip Platesmentioning
confidence: 99%
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“…The analytical solution of the augmented Lagrangian formulation (17) is determined solving a sequence of differential equations, each one representing a plate in unilateral contact with an elastic Winkler medium. Adopting the iteration procedure obtained from the functional ( 17), the contact pressure after n augmentations is where yf = -k,/D, A ; -' ( X ) is an (n -1)th degree polynomial and C; are constants of integration determined by the boundary conditions, Hence, along the part of plate in contact with the rigid support, the solution is with E:-'(x) a polynomial of (n -1)th degree, different from nl-'(x), and C : are constants of integration determined by the boundary conditions.…”
Section: Cylindrical Bending Of Strip Platesmentioning
confidence: 99%
“…Increasing the value of the penalty coefficient, a better constraint enforcement can be obtained, at the expense of the number of iterations (not reported here) needed to reach the convergence; in particular, for k,h4/D > lop3 the finite-element method does not converge within 20 iterations. Then, the penalty parameter is set as k,h4/D = lop4, and the capacity of the augmented Lagrangian formulations ( 17) and (23) to enforce the constraints is studied. The dimensionless contact pressure pL3/D along the strip plate axis is plotted in Figure 5 Table I11 the contact lengths obtained by the analytical and numerical approaches, via augmented formulation ( 17), are tabulated versus the number of augmentations and are compared with the exact solution.…”
Section: Cylindrical Bending Of Strip Platesmentioning
confidence: 99%
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