Skip to main content

Considering Linear Buckling for 3D Density Based Topology Optimization

  • Conference paper
  • First Online:
EngOpt 2018 Proceedings of the 6th International Conference on Engineering Optimization (EngOpt 2018)

Abstract

Stability is an important issue in topology optimization, since results of the optimization are often framework structures. If some trusses of these structures are subjected to compression, they maybe buckle and the structure fails.

A brief review about literature on topology optimization considering linear buckling is given. That includes the material interpolation for linear buckling analysis to avoid spurious modes, mode switching and duplicated eigenvalues.

In this contribution a continuously differentiable material interpolation scheme is explained to avoid spurious modes. It is shown how to cope with several modes (mode switching, duplicated eigenvalues) and how to use buckling safety as objective or constraint. The optimized structures are compared with results for compliance design. It is shown, that it is not useful to use buckling and mass as the only structure responses, because substructures subjected to tension can become very thin without a negative influence on the buckling safety. Thus tensile stresses are not limited. Buckling and mass have to be combined with other structure responses, like stress or compliance, to achieve a useful structure. Also the combination with manufacturing constraints for deep drawing is discussed in this contribution. Therefore 3D structures with up to a million design variables are presented.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 259.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 329.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 329.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Notes

  1. 1.

    Because \( {\mathbf{G}} \) and \( {\mathbf{K}} \) are symmetric band matrices and \( {\mathbf{K}} \) is positive definite, \( {\mathbf{K}} \) can be split efficiently to \( {\mathbf{K}} = {\mathbf{R}}^{\text{T}} {\mathbf{R}} \) using Cholesky decomposition. The eigenvalue problem can be written as \( \left( {{\mathbf{R}}^{{ - {\text{T}}}} {\mathbf{GR}}^{ - 1} + \psi_{j} {\mathbf{E}}} \right){\mathbf{R}}\varvec{\varphi }_{j} = 0 \), which is a standard eigenvalue problem \( \left( {{\bar{\mathbf{G}}} + \psi_{j} {\mathbf{E}}} \right)\bar{\varvec{\varphi }}_{j} = 0 \).

References

  1. Bruns, T.E., Tortorelli, D.A.: Topology optimization of non-linear elastic structures and compliant mechanisms. Comput. Methods Appl. Mech. Eng. 190, 3443–3459 (2001)

    Article  Google Scholar 

  2. Svanberg, K.: The method of moving asymptotes—a new method for structural optimization. Int. J. Numer. Methods Eng. 24, 359–373 (1987)

    Article  MathSciNet  Google Scholar 

  3. Fleury, C.: CONLIN: an efficient dual optimizer based on convex approximation concepts. Struct. Optim. 1, 81–89 (1989)

    Article  Google Scholar 

  4. Zhou, M., Rozvany, G.: The COC algorithm, part II: topological, geometrical and generalized shape optimization. Comput. Methods Appl. Mech. Eng. 89, 309–336 (1991)

    Article  Google Scholar 

  5. Bendsøe, M.P., Sigmund, O.: Topology Optimization: Theory, Methods and Applications. Springer, Berlin (2004)

    Book  Google Scholar 

  6. Neves, M.M., Rodrigues, H., Guedes, J.M.: Generalized topology design of structures with a buckling load criterion. Struct. Optim. 10, 71–78 (1995)

    Article  Google Scholar 

  7. Dienemann, R., Schumacher, A., Fiebig, S.: An element deactivation and reactivation scheme for the topology optimization based on the density method. In: Advances in Structural and Multidisciplinary Optimization—Proceedings of the 12th World Congress on Structural and Multidisciplinary Optimization, pp. 1127–1142. Springer (2018)

    Google Scholar 

  8. Rahmatalla, S., Swan, C.C.: Form finding of sparse structures with continuum topology optimization. J. Struct. Eng. 129, 1707–1716 (2003)

    Article  Google Scholar 

  9. Le, C., Norato, J., Bruns, T., Ha, C., Tortorelli, D.: Stress-based topology optimization for continua. Struct. Multidiscip. Optim. 41, 605–620 (2010)

    Article  Google Scholar 

  10. Dienemann, R., Schumacher, A., Fiebig, S.: Topology optimization for finding shell structures manufactured by deep drawing. Struct. Multidiscip. Optim. 56, 473–485 (2017)

    Article  MathSciNet  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Robert Dienemann .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Dienemann, R., Schumacher, A., Fiebig, S. (2019). Considering Linear Buckling for 3D Density Based Topology Optimization. In: Rodrigues, H., et al. EngOpt 2018 Proceedings of the 6th International Conference on Engineering Optimization. EngOpt 2018. Springer, Cham. https://doi.org/10.1007/978-3-319-97773-7_36

Download citation

  • DOI: https://doi.org/10.1007/978-3-319-97773-7_36

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-97772-0

  • Online ISBN: 978-3-319-97773-7

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics