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Title: High-gradient constitutive model for granular material with random packing structure

Conference ·
OSTI ID:175250
 [1]
  1. Univ. of Massachusetts, Amherst, MA (United States)

Granular material, such as soil, powder, ceramic material, etc., can be perceived as a collection of particles. The overall mechanical properties for granular materials depend significantly on the micro-scale geometric arrangement and on the contact stiffness between two interacting particles. A second-gradient constitutive law for granular media is derived in which stress is a function of the second-order of strain gradient. The constitutive coefficients for granular materials with isotropic packing structure are derived in explicit terms of inter-particle stiffness and particle size. In the present constitutive theory, the total number of elastic constants for the isotropic granular material is four: two of them are the usual Lame constants, the other two are associated with the second-gradient of strain. The derived constitutive relationships illustrate the important role of micro-scale properties in the macro-scale behavior. The influence of inter-particle stiffness and particle size on the response of material due to second-gradient of strain is discussed. The micro structure effects become important for dynamic problems involving short wavelengths. This paper also discusses the connection between the second-gradient theory and nonlocal theory. The second-gradient theory can be regarded as the first-order approximation of nonlocal theory.

OSTI ID:
175250
Report Number(s):
CONF-950686-; TRN: 95:006111-0203
Resource Relation:
Conference: Joint applied mechanics and materials summer meeting, Los Angeles, CA (United States), 28-30 Jun 1995; Other Information: PBD: 1995; Related Information: Is Part Of AMD - MD `95: Summer conference; PB: 520 p.
Country of Publication:
United States
Language:
English

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