2008
DOI: 10.1177/0021998308092199
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Modeling Damage Propagation in Composite Plates with Embedded Delamination under Compressive Load

Abstract: A numerical procedure aimed at simulating the structural behavior of delaminated composite plates under compressive load, is developed and presented in this article. Although delamination buckling and growth have been widely studied in the literature, in this article the effect of fiber—matrix failure on the buckling behavior of a delaminated structure up to final failure is investigated in detail. A geometrically non linear finite element (FE) approach is adopted for elastic instability simulation, the modifi… Show more

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Cited by 37 publications
(24 citation statements)
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“…An extensive and expensive material characterization is required that in most cases is not feasible. Thus, progressive failure techniques still represent a valuable alternative either when the objective is to design damage tolerant structure or to evaluate the residual strength of a composite structure [20][21][22][23][24]. The aim of this paper is to analyse the behaviour of a composite structures subjected to static loads taking into account onset and progression of damage.…”
Section: Introductionmentioning
confidence: 99%
“…An extensive and expensive material characterization is required that in most cases is not feasible. Thus, progressive failure techniques still represent a valuable alternative either when the objective is to design damage tolerant structure or to evaluate the residual strength of a composite structure [20][21][22][23][24]. The aim of this paper is to analyse the behaviour of a composite structures subjected to static loads taking into account onset and progression of damage.…”
Section: Introductionmentioning
confidence: 99%
“…A great amount of literature works have been devoted to the analysis of the postbuckling behaviour of structures with embedded delamination [2][3][4][5][6][7][8] but only in a few cases the presence of intralaminar damage has been considered too [9][10][11][12].…”
Section: Introductionmentioning
confidence: 99%
“…[9,10] or by releasing not merged nodes laying in the same position (i.e. having the same coordinates) but belonging to two different fracture surfaces [5,11,12,16].…”
Section: Introductionmentioning
confidence: 99%
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