Force Transmission in Granular Materials R.P. Behringer Duke University Support: US NSF, NASA Collaborators: Junfei Geng, Guillaume Reydellet, Eric Clement,

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Presentation transcript:

Force Transmission in Granular Materials R.P. Behringer Duke University Support: US NSF, NASA Collaborators: Junfei Geng, Guillaume Reydellet, Eric Clement, Stefan Luding

OUTLINE Introduction –Overview –Important issues for force propagation –Models Experimental approach Exploration or order/disorder and friction Conclusion

Friction and frictional indeterminacy Condition for static friction:

Multiple contacts => indeterminacy Note: 5 contacts => 10 unknown force components. 3 particles => 9 constraints

Frictional indeterminacy => history dependence

Stress balance

Stress balance, Continued Four unknown stress components (2D) Three balance equations –Horizontal forces –Vertical forces –Torques Need a constitutive equation

Some approaches to describing stresses Elasto-plastic models (Elliptic, then hyperbolic) Lattice models –Q-model (parabolic in continuum limit) –3-leg model (hyperbolic (elliptic) in cont. limit) –Anisotropic elastic spring model OSL model (hyperbolic) Telegraph model (hyperbolic) Double-Y model (type not known in general)

Features of elasto-plastic models Conserve mass: (Energy: lost by friction) Conserve momentum:

Concept of yield and rate-independence  shear stress,  normal stress Stable up to yield surface

Example of stress-strain relationship for deformation (Strain rate tensor with minus) |V| = norm of V Contrast to a Newtonian fluid:

OSL model  phemonological parameters

q-model (e.g. in 2D) q’s chosen from uniform distribution on [0,1] Predicts force distributions ~ exp(-F/F o )

Long wavelength description is a diffusion equation Expected stress variation with depth

Convection-diffusion/3-leg model Applies for weak disorder Expected response to a point force:

Double-Y model Assumes Boltzmann equation for force chains For shallow depths: One or two peaks Intermediate depths: single peak-elastic-like Largest depths: 2 peaks, propagative, with diffusive widening

Anisotropic elastic lattice model Expect progagation along lattice directions Linear widening with depth

Schematic of greens function apparatus

Measuring forces by photoelasticity

Diametrically opposed forces on a disk

A gradient technique to obtain grain-scale forces

calibration

Disks-single response

Before-after

disk response mean

Large variance of distribution

Organization of Results Strong disorder: pentagons Varying order/disorder –Bidisperse disks –Reducing contact number: square packing –Reducing friction Comparison to convection-diffusion model Non-normal loading: vector/tensor effects Effects of texture

Pentagon response

Elastic response, point force on a semi-infinite sheet In Cartesian coordinates:

Example: solid photoelastic sheet

Moment test (See Reydellet and Clement, PRL, 2001)

Pentagons, width vs. depth

Variance of particle diameters to distinguish disorder

Spectra of particle density

Bidisperse responses vs. A

Weakly bi-disperse: two-peak structure remains

Bidisperse, data

Rectangular packing reduces contact disorder

Hexagonal vs. square packing

Hexagonal vs. square, data

Square packs, varying friction

Data for rectangular packings

Fits to convection-diffusion model

Variation on CD model--CW

Fits to CD- and CW models

Non-normal response, disks, various angles

Non-normal response vs. angle of applied force

Non-normal responses, pentagons

Non-normal response, pentagons, rescaled

Creating a texture by shearing

Evolution of force network– 5 degree deformation

Force correlation function

Correlation functions along specific directions

Response in textured system

Response, textured system, data

Fabric in textured system

“Fabric” from strong network

Conclusions Strong effects from order/disorder (spatial and force-contact) Ordered systems: propagation along lattice Disorderd: roughly elastic response Textured systems –Power law correlation along preferred direction –Forces tend toward preferred direction Broad distribution of local response