Buckling and vibration of finite-length composite prismatic plate structures with diaphragm ends. II: Computer programs and buckling applications

DOI10.1016/0045-7825(89)90077-7zbMath0709.73030OpenAlexW2004923397MaRDI QIDQ922033

D. J. Dawe, V. Peshkam

Publication date: 1989

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(89)90077-7

zbMATH Keywords

natural frequenciesimplementationbuckling stressesnumerical applicationsBAVAMPACclassical plate theorycomputer programs BAVAMPASmulti-term finite strip formulationsshear deformation plate theory

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Bifurcation and buckling (74G60) Software, source code, etc. for problems pertaining to mechanics of deformable solids (74-04)

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Free vibration of sandwich plates with laminated faces, Dynamic instability of composite laminated rectangular plates and prismatic plate structures, Finite strip buckling and free vibration analysis of stepped rectangular composite laminated plates, Modelling Infinite Length Panels Using the Finite Element Method, Buckling and vibration of finite-length composite prismatic plate structures with diaphragm ends. I: Finite strip formulation, Overall and local buckling of sandwich plates with laminated faceplates. I: Analysis. II: Applications, Thermal buckling of shear-deformable composite laminated plates by the spline finite strip method, Vibration and buckling of prismatic plate structures having intermediate supports and step thickness changes

Cites Work

• Buckling and vibration of finite-length composite prismatic plate structures with diaphragm ends. I: Finite strip formulation
• Flexural vibration of symmetrically laminated composite rectangular plates including transverse shear effects
• Buckling and vibration of composite folded-plate structures of finite length in combined shear and compression
• Buckling of rectangular mindlin plates
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