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COLUMN ON LINEAR ELASTIC FOUNDATION
BUCKLING OF HONEYCOMB SANDWICH PLATE
Buckling antisymmetrical in z
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analysis antisymmetrical antisymmetrical mode apply approach approximation assume becomes bending boundary conditions buckling load equation buckling mode Chapter clamped coefficients column components configuration consider constant Cook core corresponding cubic curve determined differential equation Dimensionless direction displacements disturbance effect elastic elastic foundation elastic supports end conditions energy equal equilibrium expressed face plates finite force foundation functions given gives half wave harmonic increases initial deflection length limit linear means method non-linear obtained particular plane positive possible practical problem reduce relation represented respect sandwich plate satisfy shown in Fig simply supported single sinusoidal slope ſº solution solve spring stable supports symmetrical symmetrical mode testing tion treated unstable usual whole zero