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CYCLONE - System for Structural Adaptation and Limit Analysis

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Inelastic Analysis of Structures under Variable Loads

Part of the book series: Solid Mechanics and Its Applications ((SMIA,volume 83))

Abstract

This paper proposes an extended min-max procedure which evaluates safety factors against inadaptation and ultimate states for structures working under variable repeated loading. The algorithm applied is shown to be highly efficient. The procedure is incorporated into CYCLONE - computational system for structural adaptation and limit analysis. CYCLONE is integrated with commercial finite element codes.

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References

  1. Siemaszko A. 1995. Limit, shakedown, post-yield, and inadaptation analyses of discrete plastic structures. In [5]: 279–291.

    Google Scholar 

  2. König J.A., Kleiber M. 1978. On a new method of shakedown analysis. Bull.Ac.Pol.Sci.Ser.Sci. Techn. 26: 165–171.

    MATH  Google Scholar 

  3. Maier G. 1970. A matrix structural theory of piecewise-linear plasticity with interacting yield planes., Meccanica 5: 55–66.

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  4. König J.A. 1987., Shakedown of elastic-plastic structures. PWN-Elsevier: Warsaw-Amsterdam.

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  5. Mroz Z., Weichert D., Dorosz S. (eds.) 1995. Inelastic behaviour of structures under variable loads. Kluwer: Dordrecht.

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  6. Zwolinski J., Bielawski G. 1987. An optimal selection of residual stress for shakedown and limit load analysis. Proc.Conf Comp. Meth. Struct. Mech:. 459–462. Jadwisin.

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  7. Zwolinski J. 1994. Min-max approach to shakedown and limit load analysis for elastic perfectly plastic and kinematic hardening materials. In [5]: 363–380.

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© 2000 Kluwer Academic Publishers

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Siemaszko, A., Bielawski, G., Zwolinski, J. (2000). CYCLONE - System for Structural Adaptation and Limit Analysis. In: Weichert, D., Maier, G. (eds) Inelastic Analysis of Structures under Variable Loads. Solid Mechanics and Its Applications, vol 83. Springer, Dordrecht. https://doi.org/10.1007/978-94-010-9421-4_9

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  • DOI: https://doi.org/10.1007/978-94-010-9421-4_9

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-1-4020-0382-0

  • Online ISBN: 978-94-010-9421-4

  • eBook Packages: Springer Book Archive

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