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Both simply supported movable and immovable boundary conditions are considered at the plate edges.
The behavior of annular plates with clamped clamped immovable boundary conditions subjected to axisymmetric in-plane thermal loads is considered.
The static critical buckling loads and the post-buckling analyses in two cases – movable and immovable boundary conditions including temperature effects are obtained.
Approximate solutions are assumed to satisfy clamped immovable boundary conditions and Galerkin method is applied to derive expressions of buckling loads and load deflection curves for FGM SS shells.
The static critical buckling loads and the post-buckling pressure deflection curves in two cases: movable and immovable boundary conditions including temperature effects are obtained by using the Galerkin's method.
Moreover, it is found that linear theory is inadequate for analyzing FG and also homogenous plates with immovable boundary supports in radial direction and subjected to thermal loading, even for deflections that are normally considered small.
Similar(54)
The effect of the foundation parameters K∗, G∗ and K3∗ on the central deflection is presented for both the clamped edge as well as the simply supported immovable edge boundary condition.
Three bucked equilibrium positions (BEPs) are obtained for FGM plates with immovable boundaries under thermal load.
That is one reason why the issue has been able to transcend the usually immovable boundaries of the island's three political factions: U.S. statehood, the commonwealth status quo and independence.
The analysis provides for both clamped and simply supported plates with immovable inplane boundary conditions at the edges.
A perturbation scheme of multiple time scales is employed to determine the nonlinear vibration response and the nonlinear natural frequencies of the plates with immovable simply supported boundary conditions.
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