Equilibrium equations for plane slender bars undergoing large shear deformations

DOI10.1007/BF01183760zbMath0266.73033MaRDI QIDQ2562593

A. Pisanty, Yair Tene

Publication date: 1973

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

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20)

Related Items (2)

A model for plane elastica with simple shear deformation pattern ⋮ Geometrically nonlinear behavior of initially curved plane slender bars and frames

Cites Work

• A linear theory of straight elastic rods
• Shear lag approximation of solutions of nearly unidirectional problems in elastic media
• The equations of motion for curved and twisted elastic bars deduced by the use of the „Method of Internal Constraints”
• The physical components of vectors and tensors
• Unnamed Item
• Unnamed Item
• Unnamed Item

This page was built for publication: Equilibrium equations for plane slender bars undergoing large shear deformations