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A combined parametric quadratic programming and precise integration method based dynamic analysis of elastic-plastic hardening/softening problems

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Abstract

The objective of the paper is to develop a new algorithm for numerical solution of dynamic elastic-plastic strain hardening/softening problems. The gradient dependent model is adopted in the numerical model to overcome the result mesh-sensitivity problem in the dynamic strain softening or strain localization analysis. The equations for the dynamic elastic-plastic problems are derived in terms of the parametric variational principle, which is valid for associated, non-associated and strain softening plastic constitutive models in the finite element analysis. The precise integration method, which has been widely used for discretization in time domain of the linear problems, is introduced for the solution of dynamic nonlinear equations. The new algorithm proposed is based on the combination of the parametric quadratic programming method and the precise integration method and has all the advantages in both of the algorithms. Results of numerical examples demonstrate not only the validity, but also the advantages of the algorithm proposed for the numerical solution of nonlinear dynamic problems.

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References

  1. Zhong WX. Precise integration method for structural dynamic analysis.J Dalian University of Technology, 1994, 34(2): 131–136

    MATH  Google Scholar 

  2. Fung TC. A precise time step integration method by step-response and impulsive-response matrices for dynamic problems.Int J Numer Methods Eng, 1997, 40: 4501–4527

    Article  MATH  Google Scholar 

  3. Zhang HW, Zhang P, Zhong WX. A precise integration method for the quasi-analytical solution of heat conduction.Mechanics and Practice, 1998, 20(4): 9–11

    MATH  Google Scholar 

  4. Zhang HW, Zhong WX. Discussions about numerical computation of the matrix exponential.J Dalian University of Technology, 2000, 40(5): 522–525

    MATH  MathSciNet  Google Scholar 

  5. Hill R. Acceleration waves in solids.J Mech Phys Solids, 1962, 10: 1–16

    Article  MATH  MathSciNet  Google Scholar 

  6. Rice JR. On the stability of dilatant hardening for saturated rock masses.J Geophys Res, 1975, 80: 1531–1536

    Article  Google Scholar 

  7. Bazant ZP, Cabot PG. Nonlocal continuum damage, localization instability and convergence.ASME, J Appl Mech, 1988, 55: 287–293

    Article  MATH  Google Scholar 

  8. Lasry D, Belytschko TB. Localization limiters in transient problems.Int J Solids Structures, 1988, 24: 581–597

    Article  MATH  Google Scholar 

  9. Read HE, Hegemier GA. Strain softening of rock, soil and concrete—A review artical.Mech of Mat, 1984, 3: 271–294

    Article  Google Scholar 

  10. Needleman A. Material rate dependence and mesh sensitivity in localization problems.Comp Meths Appl Engng, 1988, 67: 69–85

    Article  MATH  Google Scholar 

  11. Sluys LJ. Wave propagation, localization and dispersion in softening solids. [Ph D Thesis]. Civil Engineering Department of Delft University of Technology, Delft, Holland, 1992

    Google Scholar 

  12. Mülhaus HB, Vardoulakis I. The thickness of shear band in granular materials.Geotechnique, 1987, 37: 271–283

    Article  Google Scholar 

  13. Ponthot JP, Belytschko T. Arbitrary Lagrangian-Eulerian formulation for element-free Galerkin method.Comput Meths Appl Mech Eng, 1998, 152: 19–46

    Article  MATH  Google Scholar 

  14. de Borst R, Pamin J. Gradient plasticity in numerical simulation of concrete cracking.Eur J Mech, A/Solids 1996, 15: 295–320

    MATH  Google Scholar 

  15. Zhang HW, Schrefler BA. Gradient-dependent plasticity model and dynamic strain localisation analysis of saturated and partially saturated porous media: one dimensional model.Eur J Solid Mechanics, A/Solids, 2000, 19: 503–524

    Article  Google Scholar 

  16. Zhong WX, Zhang HW, Wu CW. Parametric Variational Principle and Its Applications in Engineering, Beijing: Science Press, 1997

    Google Scholar 

  17. Zhang HW, Zhong WX, Gu YX. A combined parametric quadratic programming and iteration method for 3D elastic-plastic frictional contact problem analysis.Comput Meths Appl Mech Engng, 1998, 155: 307–324

    Article  MATH  Google Scholar 

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The project supported by the National Key Basic Research Special Foundation (G1999032805), the National Natural Science Foundation of China (19872016, 50178016, 19832010) and the Foundation for University Key Teacher by the Ministry of Education of China

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Hongwu, Z., Xinwei, Z. A combined parametric quadratic programming and precise integration method based dynamic analysis of elastic-plastic hardening/softening problems. Acta Mech Sinica 18, 638–648 (2002). https://doi.org/10.1007/BF02487966

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  • DOI: https://doi.org/10.1007/BF02487966

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