Compound branching in elastic systems

DOI10.1016/0045-7825(95)00979-5zbMath0892.73015OpenAlexW2012422917MaRDI QIDQ1371875

S. Markatis, Konstantinos A. Lazopoulos

Publication date: 13 November 1997

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(95)00979-5

zbMATH Keywords

buckling of spherical shell under hydrostatic pressurefive rigid-bar model

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Membranes (74K15)

Related Items

On the elastica solution of a T3 tensegrity structure ⋮ Singularities of homogeneous deformations in finite elasticity ⋮ On the stability of the upper airways system ⋮ Stability of an elastic tensegrity structure

Cites Work

• Coupled modes of elastic buckling
• On constitutive inequalities for simple materials. II
• A method of post-buckling analysis
• A general theory for the equilibrium and stability of discrete conservative systems
• A theory for the numerical analysis of compound branching
• Bifurcation and stability of homogeneous equilibrium configurations of an elastic body under dead-load tractions
• An algorithm for the nonlinear analysis of compound bifurcation
• Stability of pure homogeneous deformations of an elastic cube under dead loading
• Stability of a gradient elastic beam compressed by non-conservative forces
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