Unilateral elastic subsoil of Winkler's type: Semi-coercive beam problem.

DOI10.1007/s10492-008-0030-0zbMath1199.49051OpenAlexW2071907298MaRDI QIDQ834030

Stanislav Sysala

Publication date: 17 August 2009

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

Full work available at URL: https://eudml.org/doc/37788

zbMATH Keywords

existenceuniquenessnon-linear subsoil of Winkler's typesemi-coercive beam problem

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05) Discrete approximations in optimal control (49M25) Optimality conditions for problems involving ordinary differential equations (49K15) Numerical integration (65D30)

Related Items (4)

Optimal design of an elastic beam with a unilateral elastic foundation: semicoercive state problem. ⋮ Numerical modelling of semi-coercive beam problem with unilateral elastic subsoil of Winkler's type. ⋮ Mixed finite element solutions to contact problems of nonlinear Gao beam on elastic foundation ⋮ On an interaction of two elastic bodies: analysis and algorithms

Cites Work

• Unnamed Item
• Unnamed Item
• Optimal Control of Semi-Coercive Variational Inequalities with Application to Optimal Design of Beams and Plates

This page was built for publication: Unilateral elastic subsoil of Winkler's type: Semi-coercive beam problem.