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Elastogranular Mechanics: Buckling, Jamming, and Structure Formation David J. Schunter Jr., Martin Brandenbourger, Sophia Perriseau, and Douglas P. Holmes Mechanical Engineering, Boston University, Boston, MA, 02215, USA (Dated: June 27, 2017) Confinement of a slender body into a granular array induces stress localization in the geometrically nonlinear structure, and jamming, reordering, and vertical dislocation of the surrounding granular medium. By varying the initial packing density of grains and the length of a confined elastica, we identify the critical length necessary to induce jamming, and demonstrate an intricate coupling between folds that localize along grain boundaries. Above the jamming threshold, the characteristic length of elastica deformation is shown to scale with the length over which force field fluctuations propagate in a jammed state, suggesting the ordering of the granular array governs the deformation of the slender structure. However, over confinement of the elastica will induce a form of stress relaxation in the granular medium by dislocating grains through two distinct mechanisms that depend on the geometry of the confined structure. PACS numbers: 45.70.-n, 46.32.+x, 62.20.mq Consider the growth of an elastic rod within a granular medium. As the rod elongates in a confined space, it will bend to minimize its internal energy [1, 2], reordering the surrounding granular material to accommodate higher arc length configurations. At low packing densities, the rod feels little resistance from the grains [3], while as the packing density is gradually increased to the point of jamming, the granular matter begins to exert a large, inhomogeneous stress distribution on the elastic rod [4– 7], deforming the geometrically nonlinear structure. It is well-known that slender structures will localize stress in response to a homogeneous stress distribution. Wrinkled sheets on a fluid substrate exhibit a spontaneous up– down symmetry breaking that tends toward an asymp- totic isometry [8–12], while wrinkled sheets on an elastic substrate exhibit a period doubling instability and sub- sequent up–down symmetry breaking characterized by a subharmonic mode [13, 14]. Localization of a geometri- cally nonlinear structure in a discrete medium exerting an inhomogeneous stress distribution is less well under- stood [15–17], although commonly observed in biome- chanics. Stresses exerted by soil on a growing root can dictate growth pathways [18, 19] and induce chiral, heli- cal buckling [20–22]. Further, in dry sand environments, sand vipers can burrow [23], and desert–dwelling sand- fish can swim within a granular bed by propagating an undulatory traveling wave down their rod–like bodies, en- abling non-inertial swimming in a frictionless fluid [24]. These coupled, elastogranular mechanics have gener- ally been considered as local inhomogeneities or studied in systems where the length scale of the rod deforma- tion exceeds by several orders of magnitude the grain size. The question of how granular ordering can influence deformation of a slender body, such as an elastica, has remained open. In this Letter, we describe the connec- tions between jamming, ordering, and stress localization in an elastogranular system through the use of simple scaling arguments, and the observation of the relaxation FIG. 1: Shape profiles of the elastica as additional arc-length Δ is injected into a granular array of length L0, width W0 and grains of radius r over a range of packing fractions: φ0 =0.55 (i), φ0 = φj =0.84 (ii), φ0 =0.91 (iii). of stresses within the granular array through the verti- cal dislocation of grains. These results will help to illu- minate the ways slender elastic structures interact with non-homogeneous and fragile media, behavior commonly seen in plant root growth [22], the piercing of soft tis- sue [25], and the reinforcement of jammed granular ar- chitectures [26]. To understand how the discrete, heterogenous behavior of a granular medium couples with a geometrically non- linear slender structure, we considered the confinement of a planar elastica within a 2D array of frictionless, soft spherical grains. The behavior of the granular material depends on its packing fraction, φ i = πNr 2 /B i , where r is the average grain radius, N is the number of grains, and B i is the area of the i th side (i =1, 2). The system exhibits a discontinuity in the material’s bulk and shear modulus when φ φ j , where φ j =0.84 (*see Supplemen- arXiv:1706.07849v1 [cond-mat.soft] 23 Jun 2017

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Elastogranular Mechanics: Buckling, Jamming, and Structure Formation

David J. Schunter Jr., Martin Brandenbourger, Sophia Perriseau, and Douglas P. HolmesMechanical Engineering, Boston University, Boston, MA, 02215, USA

(Dated: June 27, 2017)

Confinement of a slender body into a granular array induces stress localization in the geometricallynonlinear structure, and jamming, reordering, and vertical dislocation of the surrounding granularmedium. By varying the initial packing density of grains and the length of a confined elastica,we identify the critical length necessary to induce jamming, and demonstrate an intricate couplingbetween folds that localize along grain boundaries. Above the jamming threshold, the characteristiclength of elastica deformation is shown to scale with the length over which force field fluctuationspropagate in a jammed state, suggesting the ordering of the granular array governs the deformationof the slender structure. However, over confinement of the elastica will induce a form of stressrelaxation in the granular medium by dislocating grains through two distinct mechanisms thatdepend on the geometry of the confined structure.

PACS numbers: 45.70.-n, 46.32.+x, 62.20.mq

Consider the growth of an elastic rod within a granularmedium. As the rod elongates in a confined space, it willbend to minimize its internal energy [1, 2], reordering thesurrounding granular material to accommodate higherarc length configurations. At low packing densities, therod feels little resistance from the grains [3], while asthe packing density is gradually increased to the pointof jamming, the granular matter begins to exert a large,inhomogeneous stress distribution on the elastic rod [4–7], deforming the geometrically nonlinear structure. It iswell-known that slender structures will localize stress inresponse to a homogeneous stress distribution. Wrinkledsheets on a fluid substrate exhibit a spontaneous up–down symmetry breaking that tends toward an asymp-totic isometry [8–12], while wrinkled sheets on an elasticsubstrate exhibit a period doubling instability and sub-sequent up–down symmetry breaking characterized by asubharmonic mode [13, 14]. Localization of a geometri-cally nonlinear structure in a discrete medium exertingan inhomogeneous stress distribution is less well under-stood [15–17], although commonly observed in biome-chanics. Stresses exerted by soil on a growing root candictate growth pathways [18, 19] and induce chiral, heli-cal buckling [20–22]. Further, in dry sand environments,sand vipers can burrow [23], and desert–dwelling sand-fish can swim within a granular bed by propagating anundulatory traveling wave down their rod–like bodies, en-abling non-inertial swimming in a frictionless fluid [24].

These coupled, elastogranular mechanics have gener-ally been considered as local inhomogeneities or studiedin systems where the length scale of the rod deforma-tion exceeds by several orders of magnitude the grainsize. The question of how granular ordering can influencedeformation of a slender body, such as an elastica, hasremained open. In this Letter, we describe the connec-tions between jamming, ordering, and stress localizationin an elastogranular system through the use of simplescaling arguments, and the observation of the relaxation

FIG. 1: Shape profiles of the elastica as additional arc-length∆ is injected into a granular array of length L0, width W0 andgrains of radius r over a range of packing fractions: φ0 = 0.55(i), φ0 = φj = 0.84 (ii), φ0 = 0.91 (iii).

of stresses within the granular array through the verti-cal dislocation of grains. These results will help to illu-minate the ways slender elastic structures interact withnon-homogeneous and fragile media, behavior commonlyseen in plant root growth [22], the piercing of soft tis-sue [25], and the reinforcement of jammed granular ar-chitectures [26].

To understand how the discrete, heterogenous behaviorof a granular medium couples with a geometrically non-linear slender structure, we considered the confinementof a planar elastica within a 2D array of frictionless, softspherical grains. The behavior of the granular materialdepends on its packing fraction, φi = πNr2/Bi, where ris the average grain radius, N is the number of grains,and Bi is the area of the ith side (i = 1, 2). The systemexhibits a discontinuity in the material’s bulk and shearmodulus when φ ≥ φj , where φj = 0.84 (*see Supplemen-

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B1

B2

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0 0.1 0.2 0.3 0.4

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0 0.1 0.2 0.3 0.4

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0 0.5 0.84 1

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ii. iii.

iv.

φ0

λc/L

0

f.

FIG. 2: Changes in (a) packing fraction φ, (b) bond-orientation order Ψ6, (c) primary and second amplitude A0

and A1, and (d) distance between amplitudes λ, in both pre(blue points) and post-jammed (red diamonds) systems asthe elastica is injected (∆/L0). Two characteristic lengthsare seen to emerge: (e) a critical injected arc-length of elas-tica ∆c necessary to induce jamming in a 2D granular array,and (f) the length of the confinement region λc in which theelastica will localize curvature.

tal Material). The geometrically nonlinear behavior of anelastica depends on its bending rigidity per unit width,Eh3/12, where E is Young’s elastic modulus, and h isthickness. Buckling and subsequent stress localizationin elastic rods are generally characterized by a region ofmaximum curvature, κm ∼ A0/λ

2, where A0 is the pri-mary amplitude, and λ is an effective buckling length.Here, we define λ as the distance between the two pri-mary maxima of deformation A0 and A1 (see Fig. 1) [38].We first quantify the elastogranular interactions as theelastica’s arc length was increased by ∆ in a quasi–staticmanner from an initial length L0 for a range of initialpacking fractions φ0 (Fig. 1i.–iii.).

An elastica, clamped at its ends within fixed bound-aries, will adopt a cosine–like deflection profile when in-jected into a low density granular array, i.e. φ0 . 0.3(see Fig. 1i.), with its exact shape being governed by anelliptic integral [27]. For larger packing fractions (seeFig. 1ii.–iii.), we see the typical response of an elasticainjected into both non-jammed (blue circles) and jammedstates (red diamonds) in Fig. 2a–d. For initial packingfractions 0.3 . φ0 < φj , the granular array will pro-vide a very low resistance, and the elastica will assumea quasi mode one deformation shape, with a maximumamplitude that grows as A0/L0 ∼

√∆/L0 (Fig. 2c –

blue circles). This mode shape breaks the initial left–right symmetry of the 2D array, and the packing frac-tion on the side containing A0 increases until jammingoccurs at a critical elongation ∆c (Fig. 2a – blue cir-cles). Once the jammed state is reached, the granu-

lar packing fraction stays constant as the elastica’s arclength is increased. Reordering of the granular array,characterized by the global bond orientation parame-

ter Ψ6 =∣∣∣N−1

∑Nm=1N

−1b

∑Nb

n=1 e6iθmn

∣∣∣, occurs follow-

ing the onset of jamming (Fig. 2b – blue circles), alongwith a slight drop in normalized distance between max-ima, λ/L0 (Fig. 2d – blue circles). When injected intoa solid–like granular array, i.e. φ0 ≥ φj , the elasticaimmediately adopts a quasi mode two deformation, withtwo peaks (A0 and A1) of similar amplitude (Fig. 2b –red diamonds). We observe the ordered, granular arraybecome disordered in a region around the two peaks ofthe elastica to accommodate the excess length, beforerecrystallizing (Fig. 2b – red diamonds). Following thisreordering, λ values are seen to decrease as additionallength is injected into the system. In what follows, weestablish a physical model to describe these characteristicelastogranular behaviors.

We first describe the arc length of elastica necessaryto induce jamming in an array with φ0 < φj . The ini-tial half wavelength of the elastica does not vary with∆/L0 at low injected arc length for all φ0. Therefore, wedefine a characteristic length λc as the average of λ for0 < ∆/L0 < 0.1. In a loose granular array, λc is dic-tated by the elastica and its boundary conditions, withthe primary amplitude growing as A0/L0 ∼

√∆/L0.

As injection length becomes larger, the elastica occu-pies an increasing amount of area within the array. Ata critical injection length ∆c (dotted line Fig. 2a), itwill decrease the area available to the granular mediaenough to induce jamming. At small ∆ and φ < φj ,the elastica exhibits a primarily mode one shape withA0/λ ∼

√∆/L, which can be approximated as a trian-

gular area of base λc and height A0 (inset Fig. 2e). Asthe area on one side of the array is reduced by 1

2λ2c

√∆/L,

the packing fraction as a function of ∆ may be writtenas φ = πr2N/(L0W0 − 1

2λ2c

√∆/L). It follows that by

separating the initial packing fraction φ0, and consider-ing the array at jamming, where φ → φj and ∆ → ∆c,we can arrive at a critical length of elastica needed tojam an array of 2D, frictionless, spherical grains, i.e. aneffective elastogranular length,

∆c

L0∼(L0

λc

)4 [1− φ0

φj

]2, (1)

where the wavelength λc is independent of φ and ∆ forφ < φj (Fig. 2d). Equation 1 is plotted in Fig. 2e alongwith arrays that jammed following the injection of ∆c,and there is a strong agreement with the prediction.

Beyond the jamming threshold, the elastica always lo-calizes deformation over a finite length smaller than L0

(Fig. 2f), similar to its behavior on a homogenous elas-tic foundation [8–11, 28]. Characteristic lengths arisingfrom the competition between the internal energies of theelastic beam and supporting substrate provide accurate

3

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b.

a.

0.0 0.3 0.6

0

1

2

√∆/L

A0/λ

c.

FIG. 3: (a) For φ0 < φj, the elastica deforms to one side ofthe enclosure, modifying its crystal structure. At φ0 ≥ φj,a symmetric deformation of the elastica grows along the ex-isting crystal structure. (b) Model experiments demonstratethat the crystal structure acts as a rigid boundary confiningthe elastica, shown as a lozenge of characteristic length λc.(c) A plot of A0/λ as a function of

√∆/L. When φ < φj

(blue triangles), the deformation follows the shape of a freeelastica (blue solid line), and when φ > φj (red squares), it isconfined by an upper bound corresponding to the lozenge–likecrystal structure, verified both experimentally (black circles)and numerically (red line).

models of these continuous systems. An elastica coupledwith a discrete medium necessitates a different approach.Studies on the response of grains to point forces show azone of high fluctuation in the granular stress field thatwill delineate a region of localization [29–31]. If λc scaleswith the hypothetical length scale governing this fluctu-ation area (*see Supplemental Material), then we wouldexpect,

λc ∼ `c ∼1

(φ− φj)1/4. (2)

Comparison of the diverging initial wavelength λc/L0

with Eq. 2 beyond the jamming point shows a good agree-ment (Fig. 2f), given the expected scatter in local pack-ing fraction [32]. A look at the experimentally observedelastica shapes at different values of φ0 shows the char-acteristic deformation shape being confined to a smallerlength along the elastic arc length (Fig. 2f, i–iv). Thescaling of the characteristic length of deformation of theelastica with the length over which force field fluctua-tions propagate in a jammed state, suggests that the in-teraction between grains governs the deformation of theslender structure.

To understand how the local packing and order of thegranular array influences the shape of the confined elas-tica, we compare the elastica shape and granular orderingof two typical experiments (φ0 = 0.70 and φ0 = 0.85) inFig. 3a, where each grain is colored by a measure of itslocal bond orientation number, ψ6

m = N−1b∑Nb

n=1 e6iθmn .

In the non-jammed array, the grains move freely to ac-commodate the growing amplitudes of the elastica, whilethe jammed grains have a significant influence on the

shape of the elastica. In Fig. 3a, when (φ0 = 0.85), re-gions near the fixed end of the elastica are surroundedby hexagonally packed grains [33]. The deformation ofthe elastica is bound by these regions, forming an angleof sixty degrees with the horizontal. Disordered grainsnear A0 and A1 adopt the same hexagonal orientation asthe elastica elongates, the half wavelength λ decreases,and the elastica tends towards an antisymmetric, over-lapping fold – a shape expected for large folds on fluidinterfaces, but not commonly observed [34]. Notably, λremains constant for φ < φj , yet decreases for φ ≥ φj .

These competing behaviors can be illustrated usingtwo simple experimental models: an elastica can eitherfreely elongate in mode two, or be confined by rigidwalls representing the restriction imposed by the grains(Fig. 3b). These models should represent the bounds ofthe elastogranular behavior, and we confirm this by plot-ting A0/λ as a function of

√∆/L over a large range of ini-

tial packing fraction (0.1 < φ0 < 0.97) in Fig. 3c. For allφ0 and ∆/L < 0.3, the normalized amplitude scales lin-early with

√∆/L (Fig. 3c – dashed black line). At larger

confined lengths, the ratio of amplitude to wavelengthstrongly depends on whether the elastica is injected intoa loose (blue triangles) or jammed (red squares) granularstate. Within a loose granular array A0/λ follows theshape of the antisymmetric, nonlinear elastica [27] – i.ea freely injected elastica (Fig. 3c – solid blue line)(*seeSupplemental Material). The ratio of A0/λ rapidly di-verges from the classical behavior when the elastica elon-gates within a jammed array, as the crystal structure ofthe grains geometrically confines the elastica. The shapeof the confinement will be dictated by the packing frac-tion, and the local orientational order around the elastica.From Eq. 2, we expect the length scale of this confine-ment to be governed by (φ − φj)−1/4, with the highestconfinement occurring when the crystal structure nearthe primary maxima A0 and A1 forms an angle of sixtydegrees with the horizon. Confinement within this spacerepresents an upper bound on the diverging ratio ofA0/λ,as demonstrated by experiments using rigid walls (imagesequence Fig. 3b and black points Fig. 3c) and by numeri-cally solving the elastica equation within lozenge–shapedvoids (red line Fig. 3c, *see Supplemental Material).

It appears from Fig. 3c that the elastica governs theelastogranular behavior when φ < φj , while the granulararray governs the behavior when φ ≥ φj , however thistrend breaks down at high packing fractions or in rarecases where we observe highly localized elastica folds. Atlarge enough confinement, the granular monolayer canyield by vertically dislocating a bead [35]. In Fig. 4, weplot the maximum curvature of the elastica normalizedby its thickness, κh, as a function of the grains pack-ing fraction φ for a short and a long injected arc length(∆/L0 = 0.11 and 0.41 for the light and dark blue circles,respectively), and indicate the curvature at which a beadwas dislocated (red squares). We note three regions in

4

0.84 0.88 0.92 0.96 1

0

0.1

0.2

0.3

φ0

κmh

(I.)

(I.)

φ = 0.90

(II.)

(II.)

φ = 0.90

(III.)

(III.)

φ = 0.95

φd

FIG. 4: (a) Elastica maximum curvature multiplied by itsthickness κh as a function of the initial packing fractionφ0. The light and dark blue points describe κh for an in-jected arclength ∆/L0 = 0.1 and 0.41 respectively. The redsquares correspond to κh preceding a vertical dislocation. Thelight and dark gray diamonds correspond to measurementsfrom experiments with rigid boundaries (see associated im-ages). System behavior is grouped into three distinct regions(I, II, III). (b) Experimental examples of the vector fields ofthe bead displacement associated with each region. The beadopacity corresponds to the norm of their vector displacement.

this plot. In region I, we observe an equilibrium elasticashape, and no grain dislocations. Tracking the displace-ment vectors of each bead for a characteristic experimentin this region, we see that a high number of beads close tothe primary maxima tend to rotate around the deform-ing beam (Fig. 4I). The initial arrangement of the beadscan force the elastica to localize with a high curvatureand because granular motion tends to focus in a givendirection, the highly curved beam can act like a pointforce within the array (Fig. 4II). Therefore, at the samepacking fraction, we can sometimes observe more highlyconfined elastica shapes containing folds of high curva-ture, which can induce a dislocation within the granu-lar array (Fig. 4II). Finally, beyond a critical packingfraction, dislocation appears to be independent of κmh(Fig. 4III). To understand the role of packing fractionon dislocation, we homogeneously reduced the area occu-pied by a monolayer of beads absent of an elastica, andmeasured φ at the first dislocation event. A small per-turbation beyond a critical packing fraction of φd =0.926(black vertical line) generates a dislocation, suggestingthat the elastogranular dislocations correspond to thepacking limit of these soft beads [39]. Here again weobserve a similar granular displacement field as seen inregion I, though confined to a smaller region as expected

from equation 2.

The wealth of elastogranular behaviors observed hereindicate an intricate coupling between geometrically non-linear slender bodies and heterogenous, fragile matter.The confinement and deformation of the slender struc-ture is highly dependent on the proximity of the granulararray to the jamming point, yet the competition betweenthe structure’s elastic energy and the granular matter’slocal order gives rise to a variety of elastogranular behav-iors (notably antisymmetric/overlapping folds and a de-formation length scale proportional to packing fraction)that can be observed across a range of packing fractionsand confined lengths. These results will bring new insightinto the behavior of deformable structures within gran-ular matter, colloidal systems, and soft gels, and will berelevant to modeling root growth and developing smart,steerable needles.

ACKNOWLEDGEMENTS

DPH and DJSJ acknowledge the financial supportfrom NSF CMMI – CAREER through Mechanics of Ma-terials and Structures (#1454153). MB acknowledgesthe financial support from BAEF. DPH thanks Fred-eric Lechenault and Evelyne Kolb for helpful discussionsand inspiration. We also thank Osiagwe Osman for per-forming preliminary experiments, Michele Curatolo forhis help on COMSOL software and Abdikhalaq Bade forimplementing the particle image velocimetry to track thegranular motion.

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[38] This is motivated by the high regularity of quasi-modetwo deformations that were observed at full injected arclength. Deformation modes one and three were observed,but less frequently. Higher mode shapes should becomemore prevalent as the elastica is made thinner or the fullinjected arc length is increased beyond what was tested.

[39] The experimentally determined φd is larger than thehexagonal packing limit of φh = 0.907, and is likelydue to the deformability and slight polydispersity of thebeads.

6

SUPPLEMENTAL MATERIAL

Materials & Methods

For our experiments, a polyvinyl siloxane (Zhermack)elastica with Young’s modulus E = 0.8 MPa, thicknessh = 3.175 mm, width b = 2.225 mm, initial arc-lengthL0 = 279.4 mm is positioned along the median axis of aninitially empty rectangular acrylic box (McMaster-Carr)with dimensions: 438.15 × 279.4 × 34.93 mm. The beamis secured via boundary conditions of the clamped-rollertype [see Fig. 1], resulting in two equal sized areas B1

and B2. Equal numbers of hydrogel beads (MagicWater-Beads), with quantities ranging from 0 ≤ N ≤ 238, arethen introduced into B1 and B2, such that the total num-ber of grains, Σ = 2N. The box was placed on a 45.742× 60.96 mm LED light panel (Porta-Trace/Gagne). Theelastica was quasi-statically injected into the experimen-tal enclosure via a linear actuator (Zaber), with a maxi-mum injected length ∆M = 114.3 mm. A custom mountwas fabricated to ensure vertical orientation of the beamduring entry, with no angle of influence. Experimentswere documented with time lapse photos at at intervalsof 5 FPS (Canon D-610 digital camera; Nikon 55 mmMicro-NIKKOR lens). The injection of the elastic mem-brane within lozenge–shaped voids was characterized viathe software COMSOL. We used the classic theory of anelastic rod and step functions to simulate the rigid walls.

Characterizing the Granular Medium

The granular medium is composed of initially dry hy-drogel beads (MagicWaterBeads), swollen to their max-imum radius of 8.9 ± .4 mm in a soap/water solution(1:300). We assume a frictionless system of soft, mono-disperse, spherical grains. These assumptions were val-idated by comparing experimental values of the averagecontact number per particle Z, and the global bond-orientation order parameter Ψ6, with those cited in theliterature. In calculating Z and Ψ6, we disregard grainsin contact with the finite boundaries of the enclosure,moving in a distance of 2r from all sides. Fig. 5a showsthat φj ≈ .84 occurs when Z = 4, the isostatic minimumof (on average) 4 contacts per grain that characterizes ajammed, frictionless granular system. Fig. 5b comparesthe experimental results of evolving bond-orientation or-der with control experiments conducted with dry glassmarbles. Experiment and control data are in good agree-ment, the vertical shift in experimental measurementsresulting from the unavoidable effects of capillary bridg-ing arising in the use of hydrogel beads. A shift in theexperimental data below the control data would be anindication of friction in the system.

0 0.5 0.84 1

0

2

4

6

Z

a.

0 0.5 0.84 1

0

0.5

1

φΨ

6

b.

Wet Granular

Dry Granular

FIG. 5: Experimental values for (a) average contact numberand (b) global bond orientation order over a range of φ values.

“Growth” of a Free Elastica

The equilibrium equation of a planar elastica is givenby

θ′′(s) + Λ2 sin θ(s) = 0, (3)

where s is the arc length that parameterizes the curve,θ is the angle that the tangent vector at a given point smakes with the horizon, and Λ2 = P/B is the ratio of theapplied load P to the bending rigidity B of the beam [36].The post–buckling shape of clamped–clamped elastica isthen determined by the parametric equations [27]

x(s) =2

Λ(k)E [am[sΛ(k)|k]|k]− s, (4a)

y(s) =2

Λ(k)k(1− cn[sΛ(k)|k]), (4b)

where k = sin α2 , α is the angle of rotation at the in-

flection point at s = L/4, i.e. symmetry allows theanalysis to focus on only quarter of the rod length,Λ(k) = 2(m + 1)K[k] which for a mode one deforma-tion m = 1, K[·] is the complete elliptic integral of thefirst kind, E [·|·] is the incomplete elliptic integral of thesecond kind, am[·|·] is the amplitude for Jacobi ellipticfunctions, and cn[·|·] is the Jacobi cn elliptic function.Increasing α will increase the amplitude of the elastica

7

0 0.25 0.5 0.75 10

0.2

0.4

0.6y/L

x/L0 0.25 0.50

0.25

0.5

FIG. 6: Parametric plots of elastica’s of different arc lengthsfrom equations 5a, and a plot of A0/L0 vs. ∆/L0 to comparethe model with our experimental results of the freely injectedcase.

while conserving the elastica’s arc length. For an elasticathat is elongating between two fixed ends, we can multi-ply the parametric equations by a scalar Γ representingthe increment in growth,

xg(s) = Γx(s), (5a)

yg(s) = Γy(s). (5b)

For a given value of Γ, we determine the angle α thatmatches the boundary condition at the end of the elas-tica, i.e. x(1) = 1, by numerical root finding using New-ton methods (Fig. 6–left). To determine the injectedlength ∆, we numerically integrate the parametric curvesgiven by equations 5a for a range of Γ to calculate theirarc length L, and compared this with our experimentallymeasured values of the freely injected elastica (Fig. 6–right). For the injection of a free elastica in the absenceof grains λ = L0/2, and A0 = yg(1/2), and the resulting

curve A0/λ vs.√

∆/L is plotted in Fig. 3c. Scatter ofthe data around this curve is expected due to the pres-ence of grains which can either decrease λ or localize thebending in the elastica, thereby increasing A0.

Characteristic Length λc

As stated in this Letter, the characteristic length de-scribing the region of force fluctuation in granular me-dia is still subject to discussion [37]. `c (see Eq. 2) and`∗ ∼ (φ − φj)−0.5 represent two commonly agreed uponscaling lengths used to describe phenomena in granularmaterials. Although the current consensus is to describeregions of force fluctuation with `c [32], we fit our mea-surements in Fig. 7 with both scaling lengths, as well as apower law (φ− φj)β . The best power law fit is found forβ = 0.17. From these observations, we determine thatthe length scale best describing our measurements is `c.

10−2 10−1 100

10−0.8

10−0.6

10−0.4

φ− φj

λc/L0

FIG. 7: Logarithmic plot of the characteristic length λc/L0

as a function of φ− φj . The black dotted line corresponds tothe best power law fit. The red line and the black dashed linecorrespond respectively to fits from the lengths `c and `∗.