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Statements
1985
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movable support
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immovable support
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flexible support
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nonlinear axisymmetric static response
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isotropic and cylindrically orthotropic elastic thin circular plates
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resting on a concentric circle
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three types of load
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accurate results
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orthogonal point collocation method
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central deflection
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stresses
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decrease with increasing overhang
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stresses at the support increase
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Deflections decrease with increase in the stiffness
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