2012
DOI: 10.1016/j.commatsci.2011.01.009
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A numerical study of the dynamic response of sandwich plates initially damaged by low-velocity impact

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Cited by 44 publications
(18 citation statements)
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“…Moreover, different degradation and cracking models (e.g. [37][38][39][40][41][42][43][44][45][46][47]) should be incorporated in the analysis to get more detailed mechanical response. Fig.…”
Section: Discussionmentioning
confidence: 99%
“…Moreover, different degradation and cracking models (e.g. [37][38][39][40][41][42][43][44][45][46][47]) should be incorporated in the analysis to get more detailed mechanical response. Fig.…”
Section: Discussionmentioning
confidence: 99%
“…The changes of the modal characteristics in sandwich plates caused by debonding depending on the debonding size and form and of boundary conditions and sandwich core properties have been presented in [56]. Similar researches using linear models to study the dynamic behaviour of sandwich plates that have undergone a postimpact damage or containing a multidebonding have been carried out in [57][58][59] and [60][61][62], respectively. A linear model has been also adopted to examine a dynamic stability of a delaminated beam under harmonic longitudinal loading in [63].…”
Section: Introductionmentioning
confidence: 99%
“…An analytical model of a 1D sandwich beam accounting for the real contact has been created in [70] to examine the influence of the contact phenomenon on the transient behaviour of the beam. In [71][72][73] an explicit 3D finite element contact model has been developed with ABAQUS for analysing the transient dynamics of an impacted sandwich panel. This model has also been used in [74,75] to study the effect of the debonding size on the transient dynamic response and the stress state in sandwich plates.…”
Section: Introductionmentioning
confidence: 99%
“…The SEKC conditions applied for the SSDT model are collected in Table 4 for three different scenarios. In this case, the vector of primary parameters is given by equation (10). The multiplicator matrix elements obtained based on the SEKC conditions are collected in Tables 9 to 11 (Appendix 2).…”
Section: Delaminated Partmentioning
confidence: 99%
“…[1]. Delamination and debonding -in general -is induced by impact [2][3][4][5][6][7][8][9][10], blast loading [11], drilling and perforation [12,13] or indentations [14][15][16] or other special loads [17,18]. Moreover, delaminations can change significantly the buckling behaviour of laminated structures [19][20][21][22][23][24].…”
Section: Introductionmentioning
confidence: 99%