Skip to main content

Advertisement

Log in

Dynamic response topology optimization in the time domain using model reduction method

  • RESEARCH PAPER
  • Published:
Structural and Multidisciplinary Optimization Aims and scope Submit manuscript

Abstract

The dynamic response topology optimization problems are usually computationally expensive, so it is necessary to employ the model reduction methods to reduce computational cost. This work will investigate the effectiveness of the mode displacement method(MDM) and mode acceleration method(MAM) for time-domain response problems within the framework of density-based topology optimization. Three objective functions, the mean dynamic compliance, mean strain energy and mean squared displacement are considered. It is found that, in general cases, MDM is not suitable for time-domain response topology optimization problems due to its low accuracy of approximation, while MAM works well for problems of a wide range, and when there are many time steps, the MAM based topology optimization approach is more efficient than the direct integration based approach. So for practical applications, when the problem needs many time steps, the MAM based approach is preferred and otherwise, the direct integration based approach is suggested.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

References

  • Bendsøe MP (1989) Optimal shape design as a material distribution problem. Struct Optim 1(4):193–202

    Article  Google Scholar 

  • Clough RW, Penzien J (2003) Dynamics of structures, 3rd edn. Computers & Structures, Inc

  • Cornwell R, Craig R, Johnson C (1983) On the application of the mode-acceleration method to structural engineering problems. Earthq Eng Structl Dyn 11(5):679–688

    Article  Google Scholar 

  • Deaton JD, Grandhi RV (2014) A survey of structural and multidisciplinary continuum topology optimization: post 2000. Struct Multidisc Optim 49(1):1–38

    Article  MathSciNet  Google Scholar 

  • Greene WH, Haftka R (1991) Computational aspects of sensitivity calculations in linear transient structural analysis. Struct Optim 3(3):176–201

    Article  Google Scholar 

  • Jang H, Lee H, Lee J, Park G (2012) Dynamic response topology optimization in the time domain using equivalent static loads. AIAA J 50(1):226–234

    Article  Google Scholar 

  • Jang HH, Lee HA, Park G (2010) A new method for dynamic response topology optimization using equivalent static loads. In: 6th China-Japan-Korea joint symposium on optimization of structural and mechanical systems, pp 22–25

  • Jensen JS, Nakshatrala PB, Tortorelli DA (2013) On the consistency of adjoint sensitivity analysis for structural optimization of linear dynamic problems. Struct Multidisc Optim:1–7

  • Jog C (2002) Topology design of structures subjected to periodic loading. J Sound Vib 253(3):687–709

    Article  Google Scholar 

  • Kang BS, Park GJ, Arora JS (2006) A review of optimization of structures subjected to transient loads. Struct Multidisc Optim 31(2):81–95

    Article  MathSciNet  MATH  Google Scholar 

  • Liu H, Zhang W, Gao T (2015) A comparative study of dynamic analysis methods for structural topology optimization under harmonic force excitations. Struct Multidiscip Optim:1–13

  • Ma ZD, Kikuchi N, Hagiwara I (1993) Structural topology and shape optimization for a frequency response problem. Comput Mech 13(3):157–174

    Article  MathSciNet  MATH  Google Scholar 

  • Ma ZD, Kikuchi N, Cheng HC (1995) Topological design for vibrating structures. Comput Methods Appl Mech Engrg 121(1):259–280

    Article  MathSciNet  MATH  Google Scholar 

  • Mello LAM, Salas RA, Silva ECN (2012) On response time reduction of electrothermomechanical mems using topology optimization. Comput Methods Appl Mech Engrg 247:93–102

    Article  MathSciNet  Google Scholar 

  • Min S, Kikuchi N, Park Y, Kim S, Chang S (1999) Optimal topology design of structures under dynamic loads. Struct Optim 17(2-3):208–218

    Article  Google Scholar 

  • Olhoff N, Du J (2005) Topological design of continuum structures subjected to forced vibration. In: Proceedings of 6th World congresses of structural and multidisciplianry optimization. Rio de Janeiro

  • Olhoff N, Du J (2014) Topological design for minimum dynamic compliance of structures under forced vibration. In: Topology optimization in structural and continuum mechanics. Springer, pp 325–339

  • Shu L, Wang MY, Fang Z, Ma Z, Wei P (2011) Level set based structural topology optimization for minimizing frequency response. J Sound Vib 330(24):5820–5834

    Article  Google Scholar 

  • Sigmund O (1997) On the design of compliant mechanisms using topology optimization. J Struct Mech 25 (4):493–524

    Google Scholar 

  • Sigmund O, Maute K (2013) Topology optimization approaches. Struct Multidisc Optim 48(6):1031–1055

    Article  MathSciNet  Google Scholar 

  • Sigmund O, Petersson J (1998) Numerical instabilities in topology optimization: a survey on procedures dealing with checkerboards, mesh-dependencies and local minima. Struct Optim 16(1):68–75

    Article  Google Scholar 

  • Svanberg K (1987) The method of moving asymptotes a new method for struct. optim. Int J Numer Meth Engng 24(2):359–373

    Article  MathSciNet  MATH  Google Scholar 

  • Turteltaub S (2005) Optimal non-homogeneous composites for dynamic loading. Struct Multidisc Optim 30 (2):101–112

    Article  MathSciNet  MATH  Google Scholar 

  • Van Keulen F, Haftka R, Kim N (2005) Review of options for structural design sensitivity analysis. part 1: linear systems. Comput Methods Appl Mech Engrg 194(30):3213–3243

    Article  MathSciNet  MATH  Google Scholar 

  • Yoon GH (2010) Structural topology optimization for frequency response problem using model reduction schemes. Comput Methods Appl Mech Engrg 199(25):1744–1763

    Article  MathSciNet  MATH  Google Scholar 

  • Yu Y, Jang I G, Kwak B M (2013) Topology optimization for a frequency response and its application to a violin bridge. Struct Multidisc Optim 48(3):627–636

    Article  MathSciNet  Google Scholar 

  • Zhu J, Zhang W, Beckers P (2009) Integrated layout design of multi-component system. Int J Numer Meth Engng 78(6):631–651

    Article  MATH  Google Scholar 

Download references

Acknowledgments

The authors would like to thank Krister Svanberg for providing the matlab code of MMA optimizer. This paper is supported by the Innovation Foundation of BUAA for PhD Graduates.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Junpeng Zhao.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Zhao, J., Wang, C. Dynamic response topology optimization in the time domain using model reduction method. Struct Multidisc Optim 53, 101–114 (2016). https://doi.org/10.1007/s00158-015-1328-7

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00158-015-1328-7

Keywords

Navigation