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Effective loading algorithm associated with explicit dynamic relaxation method for simulating static problems

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Abstract

Based on the fact that a static problem has an equivalent wave speed of infinity and a dynamic problem has a wave speed of finite value, an effective loading algorithm associated with the explicit dynamic relaxation method was presented to produce meaningful numerical solutions for static problems. The central part of the explicit dynamic relaxation method is to turn a time-independent static problem into an artificial time-dependent dynamic problem. The related numerical testing results demonstrate that: (1) the proposed effective loading algorithm is capable of enabling an applied load in a static problem to be propagated throughout the whole system within a given loading increment, so that the time-independent solution of the static problem can be obtained; (2) the proposed effective loading algorithm can be straightforwardly applied to the particle simulation method for solving a wide range of static problems.

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References

  1. PICA A, HINTON E. Transient and pseudo-transient analysis of Mindlin plates [J]. International Journal for Numerical Methods in Engineering, 1980, 15(2): 189–208.

    Article  MATH  Google Scholar 

  2. KOBAYASHI H, TURVEY G J. On the application of a limiting process to the dynamic relaxation analysis of circular membranes, circular plates and spherical shells [J]. Computers and Structures, 1993, 48(6): 1107–1116.

    Article  MATH  Google Scholar 

  3. KADKHODAYAN M, ZHANG L C. A consistent DXDR method for elastic-plastic problems [J]. International Journal for Numerical Methods in Engineering, 1995, 38(14): 2413–2431.

    Article  MATH  Google Scholar 

  4. CUNDALL P A, STRACK O D L. A discrete numerical model for granular assemblies [J]. Geotechnique, 1979, 29(1): 47–65.

    Google Scholar 

  5. CUNDALL P A. A discontinuous future for numerical modelling in geomechanics? [J]. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 2001, 149(1): 41–47.

    Google Scholar 

  6. KLERCK P A, SELLERS E J, OWEN D R J. Discrete fracture in quasi-brittle materials under compressive and tensile stress states [J]. Computer Methods in Applied Mechanics and Engineering, 2004, 193(27/29): 3035–3056.

    Article  MATH  Google Scholar 

  7. OWEN D R J, FENG Y T, DE-SOUZA-NETO E A, COTTRELL M G, WANG F, ANDRADE-PIRES F M, YU J. The modeling of multi-fracturing solids and particular media [J]. International Journal for Numerical Methods in Engineering, 2004, 60(1): 317–339.

    Article  MATH  Google Scholar 

  8. POTYONDY D O, CUNDALL P A. A bonded-particle model for rock [J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(18): 1329–1364.

    Article  Google Scholar 

  9. ZHAO C, NISHIYAMA T, MURAKAMI A. Numerical modeling of spontaneous crack generation in brittle materials using the particle simulation method [J]. Engineering Computations, 2006, 23(5/6):566–584.

    Article  Google Scholar 

  10. ZHAO C, HOBBS B E, ORD A, HORNBY P, PENG S, LIU L. Particle simulation of spontaneous crack generation problems in large-scale quasi-static systems [J]. International Journal for Numerical Methods in Engineering, 2007, 69(11): 2302–2329.

    Article  Google Scholar 

  11. ZHAO C, HOBBS B E, ORD A, PENG S. Particle simulation of spontaneous crack generation associated with the laccolithic type of magma intrusion processes [J]. International Journal for Numerical Methods in Engineering, 2008, 75(10): 1172–1193.

    Article  Google Scholar 

  12. SALTZER S D, POLLARD D D. Distinct element modeling of structures formed in sedimentary overburden by extensional reactivation of basement normal faults [J]. Tectonics, 1992, 11(1):165–174.

    Article  Google Scholar 

  13. BURBIDGE D R, BRAUN J. Numerical models of the evolution of accretionary wedges and fold-and-thrust belts using the distinct-element method [J]. Geophysical Journal International, 2002, 148(3): 542–561.

    Article  Google Scholar 

  14. ITASCA C G. Fast Lagrangian analysis of continua (FLAC) [Z]. Minneapolis: Minnesota, 1995.

    Google Scholar 

  15. ITASCA C G. Particle flow code in two dimensions (PFC2D) [Z]. Minneapolis: Minnesota, 1999.

    Google Scholar 

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Correspondence to Chong-bin Zhao  (赵崇斌).

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Foundation item: Projects(10872219; 10672190) supported by the National Natural Science Foundation of China

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Zhao, Cb., Peng, Sl., Liu, Lm. et al. Effective loading algorithm associated with explicit dynamic relaxation method for simulating static problems. J. Cent. South Univ. Technol. 16, 125–130 (2009). https://doi.org/10.1007/s11771-009-0021-7

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  • DOI: https://doi.org/10.1007/s11771-009-0021-7

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