A model for the buckling and the stability of thin elastoplastic plates

DOI10.1016/0022-247X(85)90337-3zbMath0584.73050MaRDI QIDQ1069739

B. George

Publication date: 1985

Published in: Journal of Mathematical Analysis and Applications (Search for Journal in Brave)

zbMATH Keywords

regularitystability problemexistence resultdifferentiation of a projector on a closed convex setelastoplastic plate bendingexistence of a critical loadtransverse displacement problem formulationtwo mathematical models

Mathematics Subject Classification ID

Sobolev spaces and other spaces of ``smooth functions, embedding theorems, trace theorems (46E35) Plates (74K20) Anelastic fracture and damage (74R20) Bifurcation and buckling (74G60) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Related Items (4)

A non-incremental approach for elastoplastic plates basing on the Brezis-Ekeland-Nayroles principle ⋮ Infinite time blow-up of solutions for a plate equation with weak damping and logarithmic nonlinearity ⋮ Étude dans $HB \times BD$ d’un modèle de plaques élastoplastiques comportant une non-linéarité géométrique ⋮ A mixed finite element method for the elastoplastic plate bending and buckling

Cites Work

• Elastoplastic buckling of a thin plate
• Flambage de plaques elastoplastiques
• Prise en compte d'une force linéique de frontière dans un modèle de plaques de Hencky comportant une non-linéarité géométrique
• Equivalent Norms for Sobolev Spaces
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