Dynamic Response of a Finite Circular Plate on an Elastic Half-Space Using the Truncated Lamb Kernel
Greyson Meares, Sage Meiling, Charis Tsikkou

TL;DR
This paper develops an exact operator formulation for the dynamic interaction between a finite circular elastic plate and an elastic half-space, extending classical infinite-plate analyses to finite radii with explicit matrix representations.
Contribution
It introduces a novel operator approach using a truncated Lamb kernel and Bessel basis to accurately model finite-radius plate-half-space interactions.
Findings
Reproduces finite-radius experimental results for small R
Approaches the infinite-radius limit as R increases
Provides explicit matrix elements involving Cauchy principal values
Abstract
We develop an exact operator formulation for the dynamic interaction between a finite circular elastic plate and an elastic half-space. Classical analyses, beginning with Lamb's representation of the half-space response, typically assume an infinite plate and rely on diagonalization of the soil operator via the continuous Hankel transform. For a plate of finite radius , however, both traction and displacement are supported only on , leading to the spatially truncated Lamb operator \[ \mathscr{M}(\omega) = \chi_{[0,R]} \, T(\omega)\, \chi_{[0,R]}, \] where is the Hankel multiplier involving the Rayleigh denominator . Truncation destroys the diagonal structure of and introduces real-axis singularities associated with the Rayleigh pole, in addition to square-root branch points at and . We represent the…
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