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

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1521-4001(199806)78:6<405::AID-ZAMM405>3.0.CO;2-Z" /><405::AID-ZAMM405>3.0.CO;2-Z 10.1002/(SICI)1521-4001(199806)78:6<405::AID-ZAMM405>3.0.CO;2-ZzbMath0910.49008OpenAlexW1986564397MaRDI QIDQ4397316

Ivan Hlaváček, Jan Lovíšek

Publication date: 12 April 1999

Full work available at URL: https://doi.org/10.1002/(sici)1521-4001(199806)78:6<405::aid-zamm405>3.0.co;2-z

zbMATH Keywords

beamplateoptimal designdual variational formulationelasto-plastic beamsemi-coercive variational inequality

Mathematics Subject Classification ID

Variational inequalities (49J40) Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Plates (74K20)

Related Items (3)

Unilateral elastic subsoil of Winkler's type: Semi-coercive beam problem. ⋮ Optimal control problem for a viscoelastic beam and its Galerkin approximation ⋮ A Kirchhoff type equation in a nonlinear model of shell vibration

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