The calculation of critical buckling loads for externally constrained structures

DOI<193::AID-CNM235>3.0.CO;2-5 10.1002/(SICI)1099-0887(199903)15:3<193::AID-CNM235>3.0.CO;2-5zbMath0924.73087OpenAlexW2030805711MaRDI QIDQ4238279

R. J. Lark, F. W. Williams, Minghui Feng, He-xiang Lü

Publication date: 13 April 1999

Full work available at URL: https://doi.org/10.1002/(sici)1099-0887(199903)15:3<193::aid-cnm235>3.0.co;2-5

zbMATH Keywords

quadratic programming problemcircular ringthermal expansionconstrained bucklinggeneralized inverse iteration technique

Mathematics Subject Classification ID

Bifurcation and buckling (74G60)

Related Items

A selective review of direct, semi-inverse and inverse eigenvalue problems for structures described by differential equations with variable coefficients, Calculation of critical buckling loads for finite length externally constrained thin circular cylinders, The constrained buckling problem of geometrically imperfect beams: a mathematical approach for the determination of the critical instability points

Cites Work

• Buckling of a Circular Elastic Ring Confined to a Uniformly Contracting Circular Boundary