2005
DOI: 10.1016/j.compstruct.2004.01.003
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Influence of localized imperfection on the instability of isotropic/cross-ply cylindrical shells/rings under external pressure

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Cited by 18 publications
(14 citation statements)
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“…The elastic post-buckling response of relatively thin isotropic or laminated arch/ring/shelltype structures under external pressure, which is known to be primarily characterized by the stability or loss thereof of equilibrium at the macrostructural level, has been extensively studied during the past few decades (see [27][28][29] and citations therein). The buckled states of an externally pressurized cylindrical shell are characterized by a cellular shape in the circumferential direction with a large azimuthal number [30][31][32]. The influence of localized imperfections on the elastic buckling of a long cylindrical shell (with large Batdorf parameter) under axial compression, by using a double scale analysis including interaction modes, has been investigated by Hunt & Lucena Neto [33] and Jamal et al [34].…”
Section: Introductionmentioning
confidence: 99%
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“…The elastic post-buckling response of relatively thin isotropic or laminated arch/ring/shelltype structures under external pressure, which is known to be primarily characterized by the stability or loss thereof of equilibrium at the macrostructural level, has been extensively studied during the past few decades (see [27][28][29] and citations therein). The buckled states of an externally pressurized cylindrical shell are characterized by a cellular shape in the circumferential direction with a large azimuthal number [30][31][32]. The influence of localized imperfections on the elastic buckling of a long cylindrical shell (with large Batdorf parameter) under axial compression, by using a double scale analysis including interaction modes, has been investigated by Hunt & Lucena Neto [33] and Jamal et al [34].…”
Section: Introductionmentioning
confidence: 99%
“…The buckled states of an externally pressurized cylindrical shell are characterized by a cellular shape in the circumferential direction with a large azimuthal number [30][31][32]. The influence of localized imperfections on the elastic buckling of a long cylindrical shell (with large Batdorf parameter) under axial compression, by using a double scale analysis including interaction modes, has been investigated by Hunt & Lucena Neto [33] and Jamal et al [34].…”
mentioning
confidence: 99%
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