A consient shell theory for finite deformations

DOI10.1007/BF01175797zbMath0664.73018OpenAlexW2085831493MaRDI QIDQ1115671

Yavuz Başar, Wilfried B. Krätzig

Publication date: 1989

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf01175797

zbMATH Keywords

rotation vectorcorrect derivation of the dynamic boundary conditionsKirchhoff-Love assumptionrotational movement of the normal vector

Mathematics Subject Classification ID

Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05) Membranes (74K15)

Related Items

Finite deformation of thin shells in the context of analytical mechanics of material surfaces, C¹-continuous FEM for Kirchhoff plates and large deformation, Theory and analysis of shells undergoing finite elastic-plastic strains and rotations, Stress resultant geometrically nonlinear shell theory with drilling rotations. I: A consistent formulation, Mixed meshless formulation for analysis of shell-like structures, Finite element modeling of Kirchhoff‐Love shells as smooth material surfaces, Finite-rotation shell elements via mixed formulation, 'Best' transverse shearing and stretching shell theory for nonlinear finite element simulations, A parametric study of pinched orthotropic cylindrical shells, Finite-rotation theories for composite laminates, Geometrically exact shell theory from a hierarchical perspective, The large rotations theory of elasto‐viscoplastic shells subjected to the dynamic and thermal loads, Best interior shell equations including transverse shear deformations and thickness changes

Cites Work

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• Eine konsistente Theorie für Flächentragwerke endlicher Verformungen und deren Operatordarstellung auf variationstheoretischer Grundlage
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