2004
DOI: 10.1016/j.compstruct.2003.08.007
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Experimental study of failure and failure progression in T-stiffened skins

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Cited by 29 publications
(22 citation statements)
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“…Failure for stiffened skin during pull-off test usually initiates at two locations: one is at the core filler intersection and the other is at the tip of stiffener foot for prepreg stiffened skin [23]. It is necessary to consider the relationship between different filler materials and failure properties of stiffened skin through pull-off test.…”
Section: Influences Of Core Filler Materials On Pull-off Propertymentioning
confidence: 99%
“…Failure for stiffened skin during pull-off test usually initiates at two locations: one is at the core filler intersection and the other is at the tip of stiffener foot for prepreg stiffened skin [23]. It is necessary to consider the relationship between different filler materials and failure properties of stiffened skin through pull-off test.…”
Section: Influences Of Core Filler Materials On Pull-off Propertymentioning
confidence: 99%
“…To simulate the failure of three different specimens, loading conditions similar to the conditions as imposed on the specimen by Vijayraju [9] are applied. In experimental setup, holes are provided for clamping the specimen.…”
Section: Resultsmentioning
confidence: 99%
“…Nodes on the periphery of holes located on the skin are fixed as a constraint boundary condition. Three different configurations with two fixture types, FA (130 mm unsupported span) and FB (115 mm unsupported span) are studied in the experimental work [9]. The specimens tested with FA type fixtures are considered for the FE analysis in the current study, i.e.…”
Section: Resultsmentioning
confidence: 99%
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“…A large body of experimental and analytical work performed by a number of researchers [1][2][3][4][5] has focused on the failure behavior of Tstiffened panels during post-buckling, bending and tension conditions. Particular restriction was placed on the structural analysis to investigate the effect of structural parameters on the tensile strength of T-stiffened panels.…”
Section: Introductionmentioning
confidence: 99%