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Abstract

A high-order theory is developed to model asymmetric sandwich panels with face/core debonds and to provide a solution for the energy release rate and mode mixty. This new theory is a novel re-formulation of the extended high-order sandwich panel theory (EHSAPT), in which faces and core were originally considered to be perfectly bonded. In the new formulation, a sandwich panel with an interfacial debond can be divided into three parts, namely, the debonded part, the substrate part, and the base part. A new high-order displacement pattern is developed to describe the core’s deformation in the substrate part, and it is compatible with the displacement field of the core in the base part. In addition, capturing the high-order shear deformation of the core, this new theory is able to take the transverse compressibility and axial rigidity of the core into account. In this Part I of this two-part research, we focus on the formulation and the displacement field. In Part II, the fracture parameters, namely, the energy release rate and the mode mixity will be addressed. Accordingly, in this paper, results for the deformation of the debonded panel are produced and compared with the ones given by the finite element method with a very fine mesh. The accuracy is proven for a wide range of core materials and for a wide range of debond lengths.

References

1.
Carlsson
,
L.
, and
Kardomateas
,
G.
,
2011
,
Structural and Failure Mechanics of Sandwich Composites
,
Springer
,
New York
.
2.
Phan
,
C. N.
,
Frostig
,
Y.
, and
Kardomateas
,
G. A.
,
2012
, “
Analysis of Sandwich Beams With a Compliant Core and With In-Plane Rigidity-Extended High-Order Sandwich Panel Theory Versus Elasticity
,”
ASME J. Appl. Mech.
,
79
(
4
), p.
041001
.
3.
Yuan
,
Z.
,
Kardomateas
,
G. A.
, and
Frostig
,
Y.
,
2015
, “
Finite Element Formulation Based on the Extended High-Order Sandwich Panel Theory
,”
AIAA J.
,
53
(
10
), pp.
3006
3015
.
4.
Frostig
,
Y.
,
Baruch
,
M.
,
Vilnay
,
O.
, and
Sheinman
,
I.
,
1992
, “
High-Order Theory for Sandwich-Beam Behavior With Transversely Flexible Core
,”
J. Eng. Mech.
,
118
(
5
), pp.
1026
1043
.
5.
Phan
,
C. N.
,
Kardomateas
,
G. A.
, and
Frostig
,
Y.
,
2013
, “
Blast Response of a Sandwich Beam/Wide Plate Based on the Extended High-Order Sandwich Panel Theory and Comparison With Elasticity
,”
ASME J. Appl. Mech.
,
80
(
6
), pp.
061005
061005
.
6.
Yuan
,
Z.
, and
Kardomateas
,
G. A.
,
2018
, “
Nonlinear Dynamic Response of Sandwich Wide Panels
,”
Int. J. Solids Struct.
,
148–149
, pp.
110
121
.
7.
Phan
,
C. N.
,
Kardomateas
,
G. A.
, and
Frostig
,
Y.
,
2012
, “
Global Buckling of Sandwich Beams Based on the Extended High-Order Theory
,”
AIAA J.
,
50
(
8
), pp.
1707
1716
.
8.
Phan
,
C. N.
,
Bailey
,
N. W.
,
Kardomateas
,
G. A.
, and
Battley
,
M. A.
,
2012
, “
Wrinkling of Sandwich Wide Panels/Beams Based on the Extended High-Order Sandwich Panel Theory: Formulation, Comparison With Elasticity and Experiments
,”
Arch. Appl. Mech.
,
82
(
10
), pp.
1585
1599
.
9.
Yuan
,
Z.
, and
Kardomateas
,
G. A.
,
2018
, “
Nonlinear Stability Analysis of Sandwich Wide Panels-Part I: Buckling Behavior
,”
ASME J. Appl. Mech.
,
85
(
8
), p.
081006
.
10.
Yuan
,
Z.
, and
Kardomateas
,
G. A.
,
2018
, “
Nonlinear Stability Analysis of Sandwich Wide Panels-Part II: Postbuckling Response
,”
ASME J. Appl. Mech.
,
85
(
8
), p.
081007
.
11.
Yuan
,
Z.
,
Kardomateas
,
G. A.
, and
Frostig
,
Y.
,
2016
, “
Geometric Nonlinearity Effects in the Response of Sandwich Wide Panels
,”
ASME J. Appl. Mech.
,
83
(
9
), pp.
091008
091008–10
.
12.
Dassault Systemes Simulia Corp
,
2018
, SIMULIA User Assistance 2018, Providence, RI.
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