Literature DB >> 16089528

Self-stresses and crack formation by particle swelling in cohesive granular media.

M S El Youssoufi1, J-Y Delenne, F Radjai.   

Abstract

We present a molecular-dynamics study of force patterns, tensile strength, and crack formation in a cohesive granular model where the particles are subjected to swelling or shrinkage gradients. Nonuniform particle size change generates self-equilibrated forces that lead to crack initiation as soon as the strongest tensile contacts begin to fail. We find that the tensile strength is well below the theoretical strength as a result of inhomogeneous force transmission in granular media. The cracks propagate either inward from the edge upon shrinkage or outward from the center upon swelling. We show that the coarse-grained stresses are correctly predicted by an elastic model that incorporates particle size change as metric evolution.

Year:  2005        PMID: 16089528     DOI: 10.1103/PhysRevE.71.051307

Source DB:  PubMed          Journal:  Phys Rev E Stat Nonlin Soft Matter Phys        ISSN: 1539-3755


  2 in total

1.  Stress transmission in wet granular materials.

Authors:  V Richefeu; F Radjaï; M S El Youssoufi
Journal:  Eur Phys J E Soft Matter       Date:  2007-02-13       Impact factor: 1.890

2.  Desiccation Cracking Behavior of Sustainable and Environmentally Friendly Reinforced Cohesive Soils.

Authors:  Michael Z Izzo; Marta Miletić
Journal:  Polymers (Basel)       Date:  2022-03-24       Impact factor: 4.329

  2 in total

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