2002
DOI: 10.1106/105678902027247
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Failure Modes of Composite Sandwich Beams

Abstract: A thorough investigation of failure behavior of composite sandwich beams under three-and four-point bending was undertaken. The beams were made of unidirectional carbon/epoxy facings and a PVC closedcell foam core. The constituent materials were fully characterized and in the case of the foam core, failure envelopes were developed for general two-dimensional states of stress. Various failure modes including facing wrinkling, indentation failure and core failure were observed and compared with analytical predic… Show more

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Cited by 169 publications
(80 citation statements)
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“…Core failure by shear is a common failure mode in sandwich construction [Allen 1969;Hall and Robson 1984;Zenkert and Vikström 1992;Zenkert 1995;Daniel et al 2001a;2001b;Sha et al 2006]. In short beams under three-point bending the core is mainly subjected to shear, and failure occurs when the maximum shear stress reaches the critical value (shear strength) of the core material.…”
Section: Core Failuresmentioning
confidence: 99%
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“…Core failure by shear is a common failure mode in sandwich construction [Allen 1969;Hall and Robson 1984;Zenkert and Vikström 1992;Zenkert 1995;Daniel et al 2001a;2001b;Sha et al 2006]. In short beams under three-point bending the core is mainly subjected to shear, and failure occurs when the maximum shear stress reaches the critical value (shear strength) of the core material.…”
Section: Core Failuresmentioning
confidence: 99%
“…For a sandwich beam of rectangular cross section, with facesheets and core materials displaying linear elastic behavior, subjected to a bending moment, M, and shear force, V , the in-plane maximum normal stress, σ , and shear stress, τ , in the core, for a low stiffness core and thin facesheets are given by [Daniel et al 2001a]…”
Section: Core Failuresmentioning
confidence: 99%
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“…The shear stress, τ, is constant along the beam span and through the core thickness, as verified experimentally [2].…”
Section: Theoretical Considerationsmentioning
confidence: 76%
“…An extensive amount of work has been performed at Northwestern University on the mechanical behaviour and failure of sandwich beams under four-and three-point bending and cantilever beams made of unidirectional carbon/epoxy (AS4/3501-6) facings and a PVC closed-cell foam (Divinycell) cores [1][2][3][4][5][6][7]. The load-deflection behaviour of these materials consists of an initial linear portion followed by a nonlinear part.…”
Section: Introductionmentioning
confidence: 99%