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Equivalence of the Analyses of Sandwich Beams with or without Interlayer Slip
HEUER
, RUDOLF
Mechanics of advanced materials and structures, 2004-07, Vol.11 (4-5), p.425-432
[Peer Reviewed Journal]
Taylor & Francis Group
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Title:
Equivalence of the Analyses of Sandwich Beams with or without Interlayer Slip
Author:
HEUER
, RUDOLF
Is Part Of:
Mechanics of advanced materials and structures, 2004-07, Vol.11 (4-5), p.425-432
Notes:
ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
Description:
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.
Publisher:
Taylor & Francis Group
Language:
English
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