Local analytical sensitivity analysis for design of continua with optimized 3D buckling behavior
RESEARCH PAPER
First Online:
Received:
Revised:
Accepted:
- 228 Downloads
Abstract
The localized analytical sensitivity for eigenfrequency is extended to the non-linear problem of 3D continuum buckling analysis. Implemented in a finite element approach the inherent complexity of mode switching and multiple eigenvalues is found not to be a practical problem. The number of necessary redesigns is of the order 10-20 as illustrated by a specific example, where also different cases of stiffness interpolation are exemplified.
Keywords
Sensitivities Buckling Analytical Optimization FEReferences
- Bruyneel M, Colson B, Remouchamps A (2008) Discussion on some convergence problems in buckling optimisation. Struct Multidiscip Optim 35(2):181–182CrossRefGoogle Scholar
- Colson B, Bruyneel M, Grihon S, Raick C, Remouchamps A (2010) Optimization methods for advanced design of aircraft panels: a comparison. Optim Eng 11:583–596MathSciNetCrossRefMATHGoogle Scholar
- Cook RD, Malkus DS, Plesha ME, Witt RJ (2002) Concepts and applications of finite element analysis, 4th edn. Wiley, New York, USA, p 719Google Scholar
- Crisfield MA (1991) Non-linear finite element analysis of solids and structures, vol 1. Wiley, Chichester, UK, p 345MATHGoogle Scholar
- Crisfield MA (1997) Non-linear finite element analysis of solids and structures, vol 2. Wiley, Chichester, UK, p 494MATHGoogle Scholar
- Dunning PD, Ovtchinnikov E, Scott J, Kim HA (2016) Level-set topology optimization with many linear buckling constraints using an efficient and robust eigensolver. Int J Num Meth Eng 107(12):1029–1053MathSciNetCrossRefMATHGoogle Scholar
- Haftka RT, Gurdal Z, Kamat MP (1990) Elements of structural optimization. Kluwer, Dordrecht, The Netherlands, p 396CrossRefMATHGoogle Scholar
- Kleiber M, Hien TD (1997) Parameter sensitivity of inelastic buckling and post-buckling response. Comput Methods Appl Mech Engrg 145:239–262CrossRefMATHGoogle Scholar
- Luo Q, Tong L (2015) Structural topology optimization for maximum linear buckling loads by using a moving iso-surface threshold method. Struct Multidiscip Optim 52:71–90MathSciNetCrossRefGoogle Scholar
- Mróz Z, Haftka RT (1994) Design sensitivity analysis of non-linear structures in regular and critical states. Int JSolids Struct 31(15):2071–2098MathSciNetCrossRefMATHGoogle Scholar
- Ohsaki M (2005) Design sensitivity analysis and optimization for nonlinear buckling of finite-dimensional elastic concervative structures. Comput Methods Appl Mech Eng 194:3331–3358CrossRefMATHGoogle Scholar
- Pedersen P (2006) Analytical stiffness matrices for tetrahedral elements. Comput Methods Appl Mech Eng 196:261–278CrossRefMATHGoogle Scholar
- Pedersen P, Pedersen NL (2012) Interpolation/penalization applied for strength designs of 3d thermoelastic structures. Struct Multidiscp Optim 45:773–786MathSciNetCrossRefMATHGoogle Scholar
- Pedersen P, Pedersen NL (2014) A note on eigenfrequency sensitivities and structural eigenfrequency optimization based on local sub-domain frequencies. Struct Multidiscip Optim 49(4):559–568CrossRefGoogle Scholar
- Pedersen P, Pedersen NL (2015) Eigenfrequency optimized 3D continua, with possibility for cavities. J Sound Vib 341:100–115CrossRefGoogle Scholar
- Sørensen SN, Sørensen R, Lund E (2014) DMTO - a method for discrete material and thickness optimization of laminated composite structures. Struct Multidiscip Optim 50:25–47CrossRefGoogle Scholar
- Wittrick WH (1962) Rates of change of eigenvalues, with reference to buckling and vibration problems. J Royal Aeronautical Soc 66:590–591CrossRefGoogle Scholar
- Wu CC, Arora JS (1988) Design sensitivity analysis of non-linear buckling load. Comput Mech 3:129–140CrossRefMATHGoogle Scholar
Copyright information
© Springer-Verlag GmbH Germany 2017