2002
DOI: 10.1016/s0263-8223(01)00175-1
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On the influence of laminate stacking on buckling of composite cylindrical shells subjected to axial compression

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Cited by 73 publications
(30 citation statements)
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“…Critical buckling loads of rectangular laminated composite plates were also studied by Shukla et al (2005), using Chebyshev series for spatial discretization, reporting results for different boundary conditions. Geier et al (2002) presented the influence of the stacking sequence on the buckling. Baba (2007) studied the buckling behavior of laminated composite plates focusing on the influence of the boundary conditions and the studies are based on experimental and numerical analyses.…”
Section: Buckling Of Laminated Compositesmentioning
confidence: 99%
“…Critical buckling loads of rectangular laminated composite plates were also studied by Shukla et al (2005), using Chebyshev series for spatial discretization, reporting results for different boundary conditions. Geier et al (2002) presented the influence of the stacking sequence on the buckling. Baba (2007) studied the buckling behavior of laminated composite plates focusing on the influence of the boundary conditions and the studies are based on experimental and numerical analyses.…”
Section: Buckling Of Laminated Compositesmentioning
confidence: 99%
“…In addition, it is shown that the imperfection sensitivity also depends on it; cf. Geier et al [16]. Another parameter influencing imperfection sensitivity is the ratio of radius over thickness of the cylindrical shell, NASA SP-8007 [3].…”
Section: Buckling Load Estimation Of Curved Panels and Cylindrical Shmentioning
confidence: 99%
“…The benchmark cylinder called "Z33" is used for the analyses. The Cylinder Z33 is originally designed by Zimmermann and published by Geier et al [16]. The cylinder is 510 mm height and 250 mm radius, laminated using carbon fiber prepeg.…”
Section: Modeling Of Cylindrical Shells With a Cutoutmentioning
confidence: 99%
“…With the recent developments in composite manufacturing science and technology, the range of allowable ply angles can now be increased. For the optimal thickness determined during global optimization, the stability limit of the structure can further be increased by exploiting the influence of stacking sequence of critical buckling loads [13] as well as natural frequency [14]. The optimization of fiber reinforced composite structures can broadly be classified as minimization of thickness, maximization of stability limit and maximization of natural frequencies.…”
Section: Introductionmentioning
confidence: 99%