The instability of a non-linearly elastic beam under tension

DOI10.1016/S0021-8928(96)00098-6zbMath0955.74513MaRDI QIDQ1264768

A. N. Rudev, Leonid M. Zubov

Publication date: 27 April 1999

Published in: Journal of Applied Mathematics and Mechanics (Search for Journal in Brave)

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (3)

Stability of a rectangular plate under biaxial tension ⋮ M-integral for finite anti-plane shear of a nonlinear elastic matrix with rigid inclusions ⋮ Unnamed Item

Cites Work

• Ordinary and strong ellipticity in the equilibrium theory of incompressible hyperelastic solids
• On the absence of bifurcation for elastic bars in uniaxial tension
• Asymptotic theory of elastic plate buckling under lateral compression
• On the peculiarities of the loss of stability of a nonlinear elastic rectangular bar
• Buckling of plates made of a neo-Hookean material in the case of affine initial deformation
• Variational principles of the nonlinear theory of elasticity. Case of superposition of a small deformation on a finite deformation
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