Abstract
ABSTRACT Dynamic plane bending of sandwich beams composed of three symmetrically arranged layers is studied. Analyzing two special cases of interlaminar connections, namely, “perfect bond” and “elastic interlayer slip,” a complete analogy between the corresponding initial-boundary-value problems is derived. Hence, the response of the beam with elastic interlayer slip can be determined directly from the solution of the perfectly bonded sandwich beam with moderately thick faces.
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