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  • 1.
    Alfredsson, K. Svante
    et al.
    University of Skövde, School of Technology and Society.
    Gawandi, A. A.
    Univ Delaware, Ctr Composite Mat, Newark, DE 19716 USA.
    Gillespie, J. W., Jr.
    Univ Delaware, Ctr Composite Mat, Newark, DE 19716 USA.
    Carlsson, L. A.
    Florida Atlantic Univ, Dept Mech Engn, Boca Raton, FL 33431 USA.
    Bogetti, T. A.
    USA, Res Lab, Aberdeen Proving Ground, MD 21005 USA.
    Stress analysis of axially and thermally loaded discontinuous tile core sandwich with and without adhesive filled core gaps2011In: Composite structures, ISSN 0263-8223, E-ISSN 1879-1085, Vol. 93, no 7, p. 1621-1630Article in journal (Refereed)
    Abstract [en]

    An analytical study is performed to investigate the stress states in an axially and thermally loaded sandwich structure with a discontinuous ceramic tile core. General and simplified models are developed to determine stresses in the constituents of the sandwich structure with and without adhesive in the gaps between adjacent tiles. A general model that allows local bending of the face sheet and a simplified model which assumes uniform through-thickness stress distribution in the face sheets are developed. It is shown that the normal stress in the face sheet decreases when the gap is filled by adhesive, although the tile stress increases. The analytical model shows that normal and shear stresses at the face/core interface can be reduced by filling the gaps between tiles. Filled gaps also elevate the axial stiffness of the structure. Model results are verified by comparison to a previously developed analytical model and finite element analysis. (C) 2011 Elsevier Ltd. All rights reserved.

  • 2.
    Alfredsson, K. Svante
    et al.
    University of Skövde, School of Technology and Society. University of Skövde, The Virtual Systems Research Centre.
    Gawandi, A. A.
    University of Delaware.
    Gillespie Jr., J. W.
    University of Delaware.
    Carlsson, L. A.
    Florida Atlantic University.
    Bogetti, T. A.
    Army Research Laboratory, Aberdeen Proving Ground.
    Flexural analysis of discontinuous tile core sandwich structure2012In: Composite structures, ISSN 0263-8223, E-ISSN 1879-1085, Vol. 94, no 5, p. 1524-1532Article in journal (Refereed)
    Abstract [en]

    Three-point flexure loading of sandwich beams with a core consisting of discrete ceramic tiles (DTSS) is considered. The tile gaps may be bonded or unbonded (open gaps). The analysis utilizes a layer-wise beam theory approach. The general formulation for the displacements and stresses in the face sheets, face/core adhesive layer, and core is derived. Solutions for stresses and displacements of the beam constituents are obtained from finite element formulation based on analytical solution of the face sheet/tile unit cell. The approach is verified by comparison to stress results obtained from ordinary finite element analysis where each layer is modeled discretely. Effects of load introduction and support conditions on the effective flexural stiffness are examined. It is demonstrated that the face sheets experience substantial stress concentrations at the tile joint locations, especially if the gaps are unfilled. Analysis of beam compliance reveals sensitivity to details of load introduction and support conditions, especially when the span length becomes comparable to the tile length.

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