Large thermal buckling of nonuniform beams and plates

DOI10.1016/0020-7683(84)90085-4zbMath0559.73052OpenAlexW1977921700MaRDI QIDQ2265858

Roger C. Gauss, Stuart S. Antman

Publication date: 1984

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(84)90085-4

zbMATH Keywords

bifurcation theorynonuniformaxisymmetric deformation of circular platescrucial role of constitutive assumptionsgeneral material responsegeometrically exact description of the deformationglobal descriptionsheated at their ends and edgesnonlinearly thermoelastic beams and platesproperties of buckled statesresults for ordinary differential equations

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Plates (74K20) Thermodynamics in solid mechanics (74A15) Thermal effects in solid mechanics (74F05) Bifurcation and buckling (74G60)

Related Items (4)

The remarkable nature of radially symmetric equilibrium states of aeolotropic nonlinearly elastic bodies ⋮ Radially symmetric steady states of nonlinearly elastic plates and shells ⋮ Thermal postbuckling analysis of anisotropic laminated beams with different boundary conditions resting on two-parameter elastic foundations ⋮ Global properties of buckled states of plates that can suffer thickness changes

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