Buckling behaviour of cylindrical shells with stepwise wall thickness subjected to combined axial compression and external pressure

Analytical investigation on the buckling of cylindrical shells under combined non-uniform axial compression and external pressure

“…where A mnij , B mnij , C mnij , and D mnij are constants. Substituting equation (13) into equation (10a), we obtain:…”

“…Wagner et al 12 developed a new robust design procedure for imperfect cylinders under axial and lateral loads by the reduced stiffness method. Fazlalipour et al 13 conducted experiments to explore buckling behaviors of cylinders with stepwise thickness. In their paper, both external pressure and axial compression were taken into consideration, and existing formula to predict buckling loads was modified.…”

Analytical buckling load formulas for cylindrical shell structures with variable thickness under non-uniform external pressure

“…Buckling loads were derived by seeking the eigenvalues of coefficient determinants. Fazlalipour et al [12] examined buckling behavior of cylinders having stepped thickness by experiments and numerical calculation. The shell was loaded by both axial and lateral loads, and the presented experiment results were compared with those from calculation method by Chen et al [5].…”

مطالعه ی آزمایشگاهی و تئوری رفتار کمانشی پوسته‌های استوانه‌یی فولادی با ضخامت متغیر تحت بارگذاری مرکب فشار محوری و خارجی

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