Geometrically nonlinear behavior of initially curved plane slender bars and frames

DOI10.1007/BF00536959zbMath0362.73029MaRDI QIDQ4136694

A. Pisanty

Publication date: 1977

Published in: Ingenieur-Archiv (Search for Journal in Brave)

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30)

Related Items (1)

[https://portal.mardi4nfdi.de/wiki/Publication:3923701 Zur Berechnun? ?ro�er Verformun?en von ?ekr�mmten St�ben]

Cites Work

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• Exact theory of stress and strain in rods and shells
• A non-linear finite element analysis of shallow circular arches
• Stability analysis of structures by a reduced system of generalized coordinates
• On the nonlinear theory of rods
• Equilibrium equations for plane slender bars undergoing large shear deformations
• Maximum Principle Methods for the Discretization Error in the Approximation of the Bergman Harmonic Kernel by Finite Difference Methods
• The Effect of Initial Imperfections on the Buckling Load of Shallow Circular Arches
• A refined curved element for thin shells of revolution

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