Sensitivity analysis and optimal design of non-linear structures

DOI<1231::AID-NME407>3.0.CO;2-C 10.1002/(SICI)1097-0207(19980815)42:7<1231::AID-NME407>3.0.CO;2-CzbMath0904.73040OpenAlexW2014364976MaRDI QIDQ4209702

J. Piekarski, Zenon Mroz

Publication date: 28 September 1998

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19980815)42:7<1231::aid-nme407>3.0.co;2-c

zbMATH Keywords

design parameterslarge displacementstruss optimizationcritical statesinitial imperfectionslimit load constraintunstable postcritical response

Mathematics Subject Classification ID

Optimization problems in solid mechanics (74P99)

Related Items (4)

Conversion from imperfection-sensitive into imperfection-insensitive elastic structures. I: Theory ⋮ Unnamed Item ⋮ Design sensitivity analysis and optimization for nonlinear buckling of finite-dimensional elastic conservative structures ⋮ A cascade optimization methodology for automatic parameter identification and shape/process optimization in metal forming simulation

Cites Work

• Design sensitivity analysis of nonlinear buckling load
• Design sensitivity analysis of nonlinear structures in regular and critical states
• Design sensitivity analysis for rate-independent elastoplasticity
• Coupled modes of elastic buckling
• Design sensitivity analysis of critical load factor for nonlinear structural systems
• Minimum weight design of truss structures with geometric nonlinear behavior
• Optimization of Shallow Trusses Against Limit Point Instability
• Design sensitivity analysis of non-linear structural systems part I: Theory
• Design sensitivity analysis and optimization of nonlinear structuralresponse using incremental procedure
• Design-oriented analysis of imperfect truss structures—part I—accurate analysis
• Design oriented analysis of imperfect truss structures—part II—approximate analysis

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