Sensitivity analysis and optimal design of non-linear structures
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Publication:4209702
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
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
design parameterslarge displacementstruss optimizationcritical statesinitial imperfectionslimit load constraintunstable postcritical response
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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