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Discrete element investigations of wire-reinforced geomaterial in a three-dimensional modeling

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Abstract

The aim of the study is to build discrete numerical models of a wire-reinforcement for geomaterials to perform multi-scale investigations. Non Smooth Contact Dynamics is used to carry out large or small strain mechanical tests on a granular sample. Different numerical experiments distinguish the main reinforcement micro-mechanisms and their consequences for macroscopic behavior.

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References

  1. Avril S, Bonnet M, Bretelle A-S, Grédiac M, Hild F, Ienny P, Latourte F, Lemosse D, Pagano S, Pagnacco E, Pierron F (2006) Identification from measurements of mechanical fields. Draft June:

  2. Bagi K (1996). Stress and strain in granular assemblies. Mechanics of materials 22: 165–177

    Article  Google Scholar 

  3. Bagi K (2005). Microstructural strain tensors in granular assemblies. Int J Solids Struct 43: 3166–3184

    Article  Google Scholar 

  4. Cambou B, Chaze M and Dedecker F (2000). Change of scale in granular materials. Eur J Mech A/Solids 19: 999–1014

    Article  MATH  Google Scholar 

  5. Cambou B and Jean M (2001). Micromécanique des matériaux granulaires. Hermès, Science-Paris

    Google Scholar 

  6. Dedecker F, Chaze M, Dubujet P and Cambou B (2000). Specific features strain in granular materials. Mech Cohes Frict Matter 5: 173–193

    Article  Google Scholar 

  7. Frémond M (2002). Non-smooth thermo-mechanics. Springer- Verlag, Berlin

    Google Scholar 

  8. Jean M (1999). The non smooth contact dynamics method. Comput Methods Appl Mech Eng 177(Special issue): 235–257

    Article  MATH  MathSciNet  Google Scholar 

  9. Khay M, Gigan J-P (1990) Texsol - ouvrage de soutènement. Technical report, LCPC

  10. Laniel R, Mouraille O, Pagano S, Dubois F and Alart P (2006). Numerical modelling of reinforced geomaterials by wires using the non smooth contact dynamics. In: Wriggers, P and Nackenhorst, U (eds) Analysis and simulation of contact problems, pp 289–296. Springer, Berlin

    Chapter  Google Scholar 

  11. Laniel R, Alart P and Pagano S (2007). Consistent thermodynamic modelling of wire-reinforced materials. Eur J Mech A/Solids 26: 854–871

    Article  MATH  MathSciNet  Google Scholar 

  12. Leflaive E, Khay M and Blivet J-C (1985). Un nouveau matériaux: le texsol. Travaux 602: 1–3

    Google Scholar 

  13. Lemaitre J, Chaboche J-L (1990) Mechanics of solid materials. Cambridge

  14. Moreau J-J (1999). Numerical aspects of the sweeping process. Comput Methods Appl Mech Eng 177: 329–349

    Article  MATH  MathSciNet  Google Scholar 

  15. Moreau J-J (2005) Tenseur contrainte dans les granulats et autres collections d’objets. GDR MIDI, Carry-le-Rouet, juin

  16. Mouraille O (2004) Etude sur le comportement d’un matériau à longueur interne: le texsol. Master’s thesis, Université de Montpellier II

  17. Radjaï F, Wolf DE, Jean M and Moreau J-J (1998). Bimodal character of stress transmission in granular packings. Phys Rev Lett 80(1): 61–64

    Article  Google Scholar 

  18. Taboada A, Chang K-J, Radjaï F and Bouchette F (2005). Rheology, force transmission, and shear instabilities in frictional granular media from biaxial numerical tests using the contact dynamics method. J Geophys Res 110: 1–24

    Article  Google Scholar 

  19. Villard P (1988) Etude du renforcement des sables par des fils continus. PhD thesis, Université de Nantes, ENSM

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Laniel, R., Alart, P. & Pagano, S. Discrete element investigations of wire-reinforced geomaterial in a three-dimensional modeling. Comput Mech 42, 67–76 (2008). https://doi.org/10.1007/s00466-007-0235-1

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  • DOI: https://doi.org/10.1007/s00466-007-0235-1

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