Numerical modelling of semi-coercive beam problem with unilateral elastic subsoil of Winkler's type.

DOI10.1007/s10492-010-0006-8zbMath1224.74011OpenAlexW2015123811MaRDI QIDQ622849

Stanislav Sysala

Publication date: 11 February 2011

Published in: Applications of Mathematics (Search for Journal in Brave)

Full work available at URL: https://eudml.org/doc/37842

zbMATH Keywords

convergenceapproximationiterative methodprojectionload stabilitynon-linear subsoil of Winkler's typesemi-coercive beam problem

Mathematics Subject Classification ID

Quadratic programming (90C20) Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Sensitivity, stability, parametric optimization (90C31) Nonlinear elasticity (74B20)

Related Items (1)

Application of a modified semismooth Newton method to some elasto-plastic problems

Cites Work

• Unilateral elastic subsoil of Winkler's type: Semi-coercive beam problem.
• Smoothing Methods and Semismooth Methods for Nondifferentiable Operator Equations

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