activity
20182020
most citedStress-induced anisotropy in granular materials: fabric, stiffness, and permeability

112 citations · 585 across the 14 of their papers we have counts for

collaborators

18 papers

cs.CE20209 cited

Linear-frictional contact model for 3D discrete element simulations of granular systems

Matthew R. Kuhn, Kiichi Suzuki, Ali Daouadji

The linear-frictional contact model is the most commonly used contact mechanism for discrete element (DEM) simulations of granular materials. Linear springs with a frictional slide…

cond-mat.soft201938 cited

Heterogeneity and patterning in the quasi-static behavior of granular materials

Matthew R. Kuhn

Heterogeneity is classified in five categories---topologic, geometric, kinematic, static, and constitutive---and the first four categories are investigated in a numerical DEM simul…

cond-mat.soft2019104 cited

Contact rolling and deformation in granular media

Matthew R. Kuhn, Katalin Bagi

The paper considers rotations at different scales in granular materials: the rotations of individual particles, the rolling and rigid-rotation of particle pairs, the rotational int…

cond-mat.soft201953 cited

Micro-mechanics of fabric and failure in granular materials

Matthew R. Kuhn

The paper addresses the underlying source of two forms of induced anisotropy in granular materials: contact orientation anisotropy and contact force anisotropy. A rational, mathema…

cond-mat.soft201946 cited

Stability, bifurcation, and softening in discrete systems: A conceptual approach for granular materials

Matthew R. Kuhn, Ching S. Chang

Matrix stiffness expressions are derived for the particle movements in an assembly of rigid granules having compliant contacts. The derivations include stiffness terms that arise f…

cond-mat.soft201933 cited

Are granular materials simple? An experimental study of strain gradient effects and localization

Matthew R. Kuhn

Experiments test the dependence of shearing stress on the first two gradients of shear strain. The tests were conducted by direct numerical simulation using the Discrete Element Me…