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Transient Compressional Waves in an Infinite Elastic Plate or Elastic Layer Overlying a Rigid Half-Space
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1962
Year
EngineeringSurface WaveMechanical EngineeringWave MotionTransient Compressional WavesInfinite Free PlateStructural EngineeringWave TheoryMechanicsComputational ElectromagneticsStructural DynamicStationary Phase MethodStructural VibrationStress WaveNonlinear ElasticityElastic LayerWave PropagationSolid MechanicsInfinite Elastic PlateLinear ElasticityStructural MechanicsVibration ControlMechanics Of Materials
The problem treated is that of an infinite free plate excited symmetrically by two equal and normally opposed step point-loads on its faces. The problem is equivalent to that of the surface normal point-load excitation of an infinite elastic layer, half the thickness of the plate, overlying a rigid half-space with lubricated contact. The formal solution is obtained from the equations of motion in linear elasticity with the aid of a double integral transform technique and residue theory. The stationary phase method, and known characteristics of the governing Rayleigh-Lamb frequency equation, are used to analyze and evaluate numerically the far field displacements. It is shown that the head of the disturbance is composed predominantly of the low-frequency long waves from the lowest mode of wave transmission.