Rolling Resistance Linear Model

The rolling resistance linear model is based on the linear model, to which a rolling-resistance mechanism is added. It is a linear-based model that can be installed at both ball-ball and ball-facet contacts, and is referred to in commands and FISH by the name rrlinear.

Introduction

The effect of rolling resistance at contacts between particles, and associated energy dissipation, may be of major importance for many granular applications in both dense, quasistatic and dynamic regimes. In real granular systems, these mechanisms may have different micro-mechanical origins, such as adhesion of the contact area, or the steric effect due to surface roughness or non-sphericity about the contact point. The rolling resistance contact model provided in PFC is a simple model, based on the linear model, that incorporates a torque acting on the contacting pieces to counteract rolling motion. This model is based on the review paper [Ai2011] and on the work presented in [Wensrich2012]. The user is encouraged to consult these papers and references therein for a thorough introduction to the importance of rolling-resistance mechanisms in granular systems along with their implementation in DEM models.

Behavior Summary

The behavior of the rolling resistance linear contact model is similar to the linear model, except that the internal moment is incremented linearly with the accumulated relative rotation of the contacting pieces at the contact point. This accumulation occurs up to a maximum limiting value equal to the product of the current normal force with a rolling friction coefficient, μr, and an effective contact radius ˉR. The constant that relates the increment of internal moment to the increment of relative rotation at the contact point is denoted as the rolling stiffness, kr. This value is related to the shear stiffness ks and to the effective radius of the contact following [Ishiwata1998]. As discussed in [Wensrich2012], this choice sets the nominal rotational natural frequency due to the rolling stiffness equal to the nominal rotational natural frequency due to the shear stiffness, leading to a well-behaved and well-damped rolling-resistance mechanism without the need for any additional damping parameters. The rolling resistance linear model is therefore similar to the one described in [Wensrich2012], except that it is based on a linear model instead of a Hertz model. Note that this model only resists relative bending at the contact point. More complex models, that include resistance to bending and twisting have been proposed (see for instance [Jiang2015]).

Activity-Deletion Criteria

Similar to the linear model, a contact with the rolling resistance linear model is active if and only if the surface gap is less than or equal to zero. The force-displacement law is skipped for inactive contacts. The surface gap is shown in this figure of the linear formulation. When the reference gap is zero, the notional surfaces coincide with the piece surfaces.

Force-Displacement Law

The force-displacement law for the rolling resistance linear model updates the contact force and moment as:

(1)Fc=Fl+Fd,Mc=Mr

where Fl is the linear force, Fd is the dashpot force, and Mr is the rolling resistance moment. The linear and dashpot forces are updated as in the linear model, while the rolling resistance moment is updated with the following steps.

First, the rolling resistance moment is incremented as:

(2)Mr:=MrkrΔθθb

where Δθθb is the relative bend-rotation increment of Equation (12) of the “Contact Resolution” section.

Note that the rolling resistance moment has no twisting component. It can be expressed in the contact plane coordinate system as:

(3)Mr=Mrbsˆsc+Mrbtˆtc(2Dmodel:Mrbt0).

The rolling resistance stiffness kr is defined as:

(4)kr=ksˉR2

with ˉR the contact effective radius, defined as:

(5)1ˉR=1R(1)+1R(2).

In the above equation R(1) and R(2) are the radii of end (1) and end (2) of the contact respectively (with R(2)= for ball-facet contacts).

The magnitude of the updated rolling resistance moment is then checked against a threshold limit:

(6)Mr={Mr,MrMM(Mr/Mr),otherwise.

The limiting torque is defined as:

(7)M=μrˉRFln.

The rolling slip state is also updated as:

(8)sr={true,Mr=Mfalse,otherwise.

As discussed in [Ai2011], the rolling friction coefficient μr corresponds to the tangent of the maximum angle of a slope on which the rolling resistance torque counterbalances the torque produced by gravity acting on the body (as illustrated in the verification example Rolling Resistance Linear Contact Model: Single Ball on a Flat Surface).

Energy Partitions

In addition to the energy partitions of the linear model, the rolling resistance linear model provides the following two energy partitions:

  • rolling strain energy, Ekr, stored in the linear spring; and

  • rolling slip energy, Eμr, defined as the total energy dissipated by rolling slip.

If energy tracking is activated, these energy partitions are updated as follows.

  1. Update the rolling strain energy:

    (9)Ekr=12Mr2kr.
  2. Update the rolling slip energy:

    (10)Eμr:=Eμr12((Mr)o+Mr)ΔθθμrbwithΔθθμrb=ΔθθbΔθθkb=Δθθb(Mr(Mr)okr)

    where (Mr)o is the rolling resistance moment at the beginning of the timestep, and the adjusted relative bend-rotation increment of Equation (2) has been decomposed into an elastic Δθθkb and a slip Δθθμrb component. The dot product of the slip component and the rolling resistance moment occurring during the timestep gives the increment of rolling slip energy.

Additional information, including the keywords by which these partitions are referred to in commands and FISH, is provided in the table below.

Table 1: Rolling Resistance Linear Model Energy Partitions

Keyword

Symbol

Description

Range

Accumulated

Linear Group:

energy‑strain

Ek

strain energy

[0.0,+)

NO

energy‑slip

Eμ

total energy dissipated by slip

(,0.0]

YES

Dashpot Group:

energy‑dashpot

Eβ

total energy dissipated by dashpots

(,0.0]

YES

Rolling-Resistance Group:

energy‑rrstrain

Ekr

Rolling strain energy

[0.0,+)

NO

energy‑rrslip

Eμr

Total energy dissipated by rolling slip

(,0.0]

YES

Properties

The properties defined by the rolling resistance linear contact model are listed in the table below as a concise reference; see the Contact Properties section for a description of the information in the table columns. The mapping from the surface inheritable properties to the contact model properties is also discussed below.

Table 2: Rolling Resistance Linear Model Properties

Keyword

Symbol

Description

Type

Range

Default

Modifiable

Inheritable

rrlinear

Model name

Linear Group:

kn

kn

Normal stiffness [force/length]

FLT

[0.0,+)

0.0

YES

YES

ks

ks

Shear stiffness [force/length]

FLT

[0.0,+)

0.0

YES

YES

fric

μ

Friction coefficient [-]

FLT

[0.0,+)

0.0

YES

YES

rgap

gr

Reference gap [length]

FLT

R

0.0

YES

NO

lin_mode

Ml

Normal-force update mode [-]

INT

{0,1}

0

YES

NO

{0: update is absolute1: update is incremental

emod

E

Effective modulus [force/area]

FLT

[0.0,+)

0.0

NO

N/A

kratio

κ

Normal-to-shear stiffness ratio [-]

FLT

[0.0,+)

0.0

NO

N/A

κknks

lin_slip

s

Slip state [-]

BOOL

{false,true}

false

NO

N/A

{true: slippingfalse: not slipping

lin_force

Fl

Linear force (contact plane coord. system)

VEC

R3

0

YES

NO

(Fln,Flss,Flst)(2D model: Flss0)

user_area

A

Constant area [length*length]

FLT

(0.0,+)

0.0

YES

NO

Dashpot Group:

dp_nratio

βn

Normal critical damping ratio [-]

FLT

[0.0,1.0]

0.0

YES

NO

dp_sratio

βs

Shear critical damping ratio [-]

FLT

[0.0,1.0]

0.0

YES

NO

dp_mode

Md

Dashpot mode [-]

INT

{0,1,2,3}

0

YES

NO

{0: full normal & full shear1: no-tension normal & full shear2: full normal & slip-cut shear3: no-tension normal & slip-cut shear

dp_force

Fd

Dashpot force (contact plane coord. system)

VEC

R3

0

NO

NO

(Fdn,Fdss,Fdst)(2D model: Fdss0)

Rolling-Resistance Group:

rr_kr

kr

Rolling resistance stiffness [force*length]

FLT

[0.0,+)

0.0

NO

NO

rr_fric

μr

Rolling friction coefficient [-]

FLT

[0.0,+)

0.0

YES

YES

rr_slip

sr

Rolling slip state [-]

BOOL

{false,true}

false

NO

N/A

rr_moment

Mr

Rolling resistance moment (contact plane coord. system)

VEC

R3

0

YES

NO

(0,Mrbs,Mrbt)(2D model: Mrbt0)

By convention, κ=0.0 if either the normal or the shear stiffness is 0.

Note

Out-of-balance forces acting on bodies are accumulated during force-displacement calculations. Modifying the forces stored in the contact models will not alter them instantaneously. Therefore, any change to Fl may only be effective during the next force-displacement calculation. When Ml=0, the normal component of the linear force is automatically overridden during the next force-displacement calculation.

Surface Property Inheritance

The linear stiffnesses, kn and ks, and the friction coefficient, μ, may be inherited from the contacting pieces. See this section from the linear formulation for details. Additionally, the rolling resistance stiffness kr is updated if the shear stiffness ks is modified.

The rolling friction coefficient is inherited using the minimum of the values set for the pieces:

(11)μr=min

Methods

The methods of the rolling resistance linear model are identical to those of the linear model.

Table 3: Rolling Resistance Linear Model Methods

Method

Arguments

Symbol

Type

Range

Default

Description

area

Set user_area to the area

deformability

Set deformability

emod

E^*

FLT

[0.0,+\infty)

N/A

Effective modulus

kratio

\kappa^*

FLT

[0.0,+\infty)^*

N/A

Normal-to-shear stiffness ratio

^* By convention, setting \kappa^* = 0.0 sets k_s = 0.0 but does not alter k_n.

Area

Set the user_area property via the current contact area. This operation means that the contact area stays constant and is fixed independent of changes to the piece sizes/geometries. In order for the stiffnesses to be recomputed accounting for this area, one should subsequently call the deformabilty method.

Deformability

See this section from the linear formulation for details on these methods.

Callback Events

The callback events defined by the rolling resistance linear model are identical to those defined by the linear model.

Table 4: Rolling Resistance Linear Model Callback Events

Event

Array Slot

Value Type

Range

Description

contact_activated

Contact has become active

1

C_PNT

N/A

Contact pointer

slip_change

Slip state has changed

1

C_PNT

N/A

Contact pointer

2

INT

{0,1}

Slip change mode

\;\;\;\;\;\;\begin{cases} \mbox{0: slip has initiated} \\ \mbox{1: slip has ended} \end{cases}

Usage and Verification Examples

The verification example Rolling Resistance Linear Contact Model: Single Ball on a Flat Surface exercises the model for a system consisting of one ball sliding and rolling on a flat surface. The example Rolling Resistance Linear Contact Model: Repose Angle studies the influence of the friction and rolling friction coefficients on the repose angle of a granular heap.

Model Summary

An alphabetical list of the rolling resistance linear model methods is given here. An alphabetical list of the rolling resistance linear model properties is given here.

References

[Ai2011] (1,2)

Ai, J., J. F. Chen, J. M. Rotter, and J. Y. Ooi, “Assessment of Rolling Resistance Models in Discrete Element Simulations,” Powder Technology, 206, 269-282, 2011.

[Wensrich2012] (1,2,3)

Wensrich, C. M., and A. Katterfeld, “Rolling Friction as a Technique for Modelling Particle Shape in DEM,” Powder Technology, 217, 409-417, 2012.

[Ishiwata1998]

Iwashita, K., and M. Oda, “Rolling Resistance at Contacts in Simulation of Shear Band Development by DEM,” Journal of Engineering Mechanics ASCE, 124, 285-292, 1998.

[Jiang2015]

Jiang, M., Z. Shen, and J. Wang, “A Novel Three-Dimensional Contact Model for Granulates Incorporating Rolling and Twisting Resistances,” Computers and Geotechnics, 65, 147-163, 2015.