Shell-stiffener interaction. Application to simply supported cylindrical shells under uniform pressure

DOI10.1016/0020-7683(85)90008-3zbMath0571.73036OpenAlexW2064241117MaRDI QIDQ1061534

Guy Guerlement, Daniel Lamblin, Carlo Cinquini

Publication date: 1985

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(85)90008-3

zbMATH Keywords

simply supported cylindrical shellcentral stiffener ringHodge's yield condition for stress state in shellinternal uniform pressurerectangular cross-section is adoptedShell-stiffener interactionsimultaneous plastic collapse conditions of shell and ribT cross-sectionTresca's yield condition for plane stress state in stiffenerunique stiffening ringwith and without end load

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Composite and mixture properties (74E30) Shells (74K25) Plastic materials, materials of stress-rate and internal-variable type (74C99) Membranes (74K15)

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