23rd Structures, Structural Dynamics and Materials Conference 1982
DOI: 10.2514/6.1982-777
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Postbuckling behavior of selected flat stiffened graphite-epoxy panels loaded in compression

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Cited by 16 publications
(8 citation statements)
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“…The general issues are impact damage resistance and impact damage tolerance . The impact resistance and tolerance of composite structures have been reported in the literature . It has been reported that catastrophic failure can occur when loaded panels are subjected to impact.…”
Section: Introductionmentioning
confidence: 99%
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“…The general issues are impact damage resistance and impact damage tolerance . The impact resistance and tolerance of composite structures have been reported in the literature . It has been reported that catastrophic failure can occur when loaded panels are subjected to impact.…”
Section: Introductionmentioning
confidence: 99%
“…It has been reported that catastrophic failure can occur when loaded panels are subjected to impact. This phenomenon has been proved by the investigation of impact resistance and tolerance of a range of tensile and compressive preloaded structures .…”
Section: Introductionmentioning
confidence: 99%
“…Previous investigators have researched dynamic properties of composite-stiffened panels systematically. [11][12][13][14][15][16][17][18][19][20][21][22] Guo 11 studied buckling and post-buckling performance of a composite C-section with cutout and flange reinforcement. The effect of circular and diamond cutout shapes and effective flange reinforcements were investigated.…”
Section: Introductionmentioning
confidence: 99%
“…However, when the spacing of stiffeners becomes large enough in order to allow the skin to buckle at loadings lower than their ultimate load, the equivalent orthotropic shell model becomes questionable in representing the true structural behavior of stiffened shells [Ji and Yeh (1090)]. Finite element modeling of stiffened panels can be created by discretizing both the skin and the stiffeners with plate and shell elements [Starnes et al (1985;1995)]. However, in the absence of repeated symmetry conditions the finite element method becomes very demanding because of the extensive number of elements.…”
Section: Introductionmentioning
confidence: 99%