ON THE USE OF GENERALIZED BEAM THEORY TO ASSESS THE BUCKLING AND POSTBUCKLING BEHAVIOR OF LAMINATED CFRP CYLINDRICAL STIFFENED PANELS

DOI10.1142/S0219455410003713zbMath1444.74023MaRDI QIDQ3002027

R. Degenhardt, Dinar Camotim, N. M. F. Silva, Nuno Silvestre

Publication date: 19 May 2011

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

local buckling behaviorgeneralized beam theory (GBT)CFRP compositeslocal postbuckling behaviorthin-walled cylindrical panels

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Uses Software

• ABAQUS
• Unnamed Item

Cites Work

• Unnamed Item
• PANDA2—Program for minimum weight design of stiffened, composite, locally buckled panels
• Approximate method for the optimum design of ring and stringer stiffened cylindrical panels and shells with local, inter-ring, and general buckling modal imperfections

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