Finite deformations of full sine-wave St.-Venant beam due to tangential and normal distributed loads using nonlinear TSNDT

DOI10.1007/s11012-014-0012-0zbMath1383.74053OpenAlexW1970057145MaRDI QIDQ276701

F. Blanchet-Sadri, M. Dambrine

Publication date: 4 May 2016

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11012-014-0012-0

zbMATH Keywords

geometric nonlinearitiesmaterially objective constitutive relationsinusoidal beamthird-order shear and normal deformable beam theory

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Cites Work

• Unnamed Item
• Unnamed Item
• Unnamed Item
• Exact theory of stress and strain in rods and shells
• Comparison of results from four linear constitutive relations in isotropic finite elasticity
• Ordinary differential equations of non-linear elasticity. I: Foundations of the theories of non-linearly elastic rods and shells
• On the Derivation of Shell Theories by Direct Approach
• A High-Order Theory of Plate Deformation—Part 1: Homogeneous Plates
• A Three-dimensional Stress Recovery Procedure for Composite Materials
• Derivation of plate and rod equations for a piezoelectric body from a mixed three-dimensional variational principle

This page was built for publication: Finite deformations of full sine-wave St.-Venant beam due to tangential and normal distributed loads using nonlinear TSNDT