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Analysis and calibration of a three-invariant plasticity model for granular materials

Untersuchung und Kalibrierung eines mit drei Spannungsinvarianten formulierten Plastizitätsmodells für granulare Stoffe

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Summary

In this paper we briefly review issues related to the characterization of properties of granular materials subjected to micro-gravity and one-gravity conditions at very low effective stress levels. We describe the development of a three-invariant plasticity model that resembles the model devised by Lade. An inverseidentification scheme where the analysis tools are used to extract constitutive model parameters from experiments is also discussed.

Zusammenfassung

Übersicht: Über Resultate, die mit der Charakterisierung der Eigenschaften von granularen Stoffen in schwachen Schwerefeldern bzw. dem der Erde bei sehr kleinen Spannungen zusammenhängen, wird ein kurzer Überblick gegeben. Beschrieben wird ein mit drei Spannungsinvarianten formuliertes plastisches Stoffgesetz, welches dem von Lade entwickelten Modell ähnlich ist. Weiterhin wird ein inverses Identifikationsschema diskutiert, bei dem mit analytische Methoden benutzt werden, um die Parameter des Stoffmodells zu gewinnen.

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References

  1. Costes, N. C.; Sture, S.: The potential of soil dynamics research in space. In: Prakash, S. (ed.) Proc. Int. Conf. Adv. Geotech. Earthquake Eng. and Soil Dyn., Vol. 3, pp. 929–959. St. Louis: Univ. of Missouri 1981

    Google Scholar 

  2. Costes, N. C.: Sture, S.: Mechanics of granular materials (MGM). Science Requirements, NASA/MSFC JA64-027 (1986)

  3. Costes, N. C.; Janoo, V. C.; Sture, S.: Microgravity experiments on granular materials. Mat. Res. Soc. Sym. Proc. 87 (1987) 203–212

    Google Scholar 

  4. Schipporeit, T. M.: Stress-strain and dilatancy of a sand at very low effective stresses. M. Sc. thesis, University of Colorado at Boulder 1988

    Google Scholar 

  5. Lade, P. V.: The stress-strain and strength characteristics of cohesionless Soils. Ph. D. thesis University of California at Berkeley 1972

    Google Scholar 

  6. Lade, P. V.: Stress-strain theory for normally consolidated clay. In: Wittke, W. (ed.) Proc. Third Int. Conf. on Numerical Methods in Geomechanics, Vol. IV, pp. 1325–1337. Rotterdam: Balkema 1979

    Google Scholar 

  7. Lade, P. V.; Oner, M.: Elasto-plastic stress-strain model, parameter evaluation, and predictions for dense sand. In: Gudehus, G.; Darve, S.; Vardoulakis, I. (eds.) Proc. Int. Workshop on Constitutive Relations for Soils, pp. 159–172. Rotterdam: Balkema 1984

    Google Scholar 

  8. Kim, W.: Lade, P. V.: A study of constitutive models for frictional materials. UCLA-ENG-8505 (1985)

  9. Willam, K. J.; Warnke, E. P.: Constitutive model for triaxial behaviour of concrete, Colloquium on “Concrete structures subjected to triaxial stresses”, ISMES, Bergamo, IABSE Report Vol. 19 (1974)

  10. Vermeer, P. A.: A double hardening model for sand. Geotechnique 28 (1978) 413–433

    Google Scholar 

  11. Klisinski, M.; Alawi, M. M.; Sture, S.; Ko, H.-Y.; Wood, D. M.: Elastoplastic model for sand based on fuzzy sets. Presented at The Int. Workshop on Constitutive Equations for Granular Non-cohesive Soils. Case Western University, July 1987

  12. Lade, P. V.: Development of a plasticity model for frictional materials (unpublished report)

  13. Runesson, K.; Pramono, E.; Sture, S.; Axelsson, K.: Assessment of a new class of implicit integration schemes for a cone-cap plasticity model. In: Swoboda, G. (ed.) Proc. 6th Int. Conf. on Numerical Methods in Geomechanics, pp. 349–358. Rotterdam: Balkema 1988

    Google Scholar 

  14. Somasundaram, S.; Desai, C. S.: Modelling and testing for anisotropic behavior of soils. J. Eng. Mech. 114 (1988) 1473–1496

    Google Scholar 

  15. Rosenbrock, H.: An automatic method for finding the greatest or least value of a function. Comput. J. 3 (1960) 175–184

    Google Scholar 

  16. Runesson, K.: Sture, S.; Macari-Pasqualino, E. J.: An implicit integration algorithm for a cone-cap plasticity model for granular materials (to be subm. to Ing. Arch.)

  17. Macari-Pasqualino, E. J.: Mechanical behavior of granular material at low confining stress levels under the influence of μ-g environment. Ph. D. Dissertation, University of Colorado, 1989

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Sture, S., Runesson, K. & Macari-Pasqualino, E.J. Analysis and calibration of a three-invariant plasticity model for granular materials. Ing. arch 59, 253–266 (1989). https://doi.org/10.1007/BF00532255

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