Elastic buckling behaviour of a four-lobed cross section cylindrical shell with variable thickness under non-uniform axial loads

DOI10.1155/2009/829703zbMath1190.74017OpenAlexW2038699058WikidataQ58649514 ScholiaQ58649514MaRDI QIDQ966301

Mousa Khalifa Ahmed

Publication date: 23 April 2010

Published in: Mathematical Problems in Engineering (Search for Journal in Brave)

Full work available at URL: https://eudml.org/doc/232201

Mathematics Subject Classification ID

Shells (74K25) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Related Items (2)

Static analytical approach of moderately thick cylindrical ribbed shells based on first-order shear deformation theory ⋮ Summability methods for elastic local fields in periodic heterogeneous materials

Cites Work

• Buckling behaviour of elliptical cylindrical shells and tubes under compression
• Buckling of an axially compressed cylindrical shell of variable thickness
• Vibration and stability of orthotropic circular cylindrical shells subjected to axial load
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item

This page was built for publication: Elastic buckling behaviour of a four-lobed cross section cylindrical shell with variable thickness under non-uniform axial loads