Online supplementary information

Similar documents
The Multilayer Impedance Pump Model

AMS 212B Perturbation Methods Lecture 20 Part 1 Copyright by Hongyun Wang, UCSC. is the kinematic viscosity and ˆp = p ρ 0

Convective Heat Transfer

CHAPTER 8 OBSERVER BASED REDUCED ORDER CONTROLLER DESIGN FOR LARGE SCALE LINEAR DISCRETE-TIME CONTROL SYSTEMS

EP225 Note No. 5 Mechanical Waves

Basics of a Quartz Crystal Microbalance

Fluid-structure coupling analysis and simulation of viscosity effect. on Coriolis mass flowmeter

Buckling analysis of thick plates using refined trigonometric shear deformation theory

Department of Aerospace Engineering and Engineering Mechanics, University of Texas, Austin,

Study of a Freely Falling Ellipse with a Variety of Aspect Ratios and Initial Angles

Stresses near a plate vertex due to a shear force on one of the edges

Pressure distribution in a fluid:

ANALYTICAL BEARING MODEL FOR ANALYSIS OF INNER LOAD DISTRIBUTION AND ESTIMATION OF OPERATIONAL LUBRICATION REGIME

Bogoliubov Transformation in Classical Mechanics

THE EXPERIMENTAL PERFORMANCE OF A NONLINEAR DYNAMIC VIBRATION ABSORBER

Software Verification

PRESSURE WORK EFFECTS IN UNSTEADY CONVECTIVELY DRIVEN FLOW ALONG A VERTICAL PLATE

Annex-A: RTTOV9 Cloud validation

MODELLING OF FRICTIONAL SOIL DAMPING IN FINITE ELEMENT ANALYSIS

SUPPLEMENTARY INFORMATION

Supporting Information

3.5b Stress Boundary Conditions: Continued

Macromechanical Analysis of a Lamina

Supplementary Figures

A novel protocol for linearization of the Poisson-Boltzmann equation

Unified Design Method for Flexure and Debonding in FRP Retrofitted RC Beams

On the Isentropic Forchheimer s Sound Waves Propagation in a Cylindrical Tube Filled with a Porous Media

NUMERICAL SIMULATION OF DESICCATION CRACKING PROCESS BY WEAK COUPLING OF DESICCATION AND FRACTURE

Numerical Simulations of Coriolis Flow Meters for Low Reynolds Number Flows

Soft Polymer Magnetic Nanocomposites: Microstructure Patterning by Magnetophoretic. Transport and Self-Assembly. Suvojit Ghosh and Ishwar K.

Lecture Notes II. As the reactor is well-mixed, the outlet stream concentration and temperature are identical with those in the tank.

Digital Control System

Improving the Efficiency of a Digital Filtering Scheme for Diabatic Initialization

Lecture 23 Date:

Peridynamics for Bending of Beams and Plates with Transverse Shear Deformation

A MICROMECHANICS METHOD TO PREDICT THE FRACTURE TOUGHNESS OF CELLULAR MATERIALS

Lecture 7 Grain boundary grooving

Effects of vector attenuation on AVO of offshore reflections

CHAPTER 4 DESIGN OF STATE FEEDBACK CONTROLLERS AND STATE OBSERVERS USING REDUCED ORDER MODEL

CHAPTER 3 LITERATURE REVIEW ON LIQUEFACTION ANALYSIS OF GROUND REINFORCEMENT SYSTEM

Lecture 10 Filtering: Applied Concepts

Uncertainty in long-term behavior and buckling of concrete-filled steel tubular. columns

One Class of Splitting Iterative Schemes

FIG. 1: Droplet behaviour with increasing excitation power.

A FUNCTIONAL BAYESIAN METHOD FOR THE SOLUTION OF INVERSE PROBLEMS WITH SPATIO-TEMPORAL PARAMETERS AUTHORS: CORRESPONDENCE: ABSTRACT

Constitutive models. Part 2 Elastoplastic

Suggested Answers To Exercises. estimates variability in a sampling distribution of random means. About 68% of means fall

MECHANICAL PROPERTIES OF 3D RE-ENTRANT AUXETIC CELLULAR STRUCTURES

Euler-Bernoulli Beams

Molecular Dynamics Simulations of Nonequilibrium Effects Associated with Thermally Activated Exothermic Reactions

Pulsed Magnet Crimping

Green-Kubo formulas with symmetrized correlation functions for quantum systems in steady states: the shear viscosity of a fluid in a steady shear flow

Finite Element Analysis of a Fiber Bragg Grating Accelerometer for Performance Optimization

Nonlinear Single-Particle Dynamics in High Energy Accelerators

On the Quantum Theory of Impact Phenomenon for the Conditions of Elastic Deformation of Impacted Body

STRAIN LIMITS FOR PLASTIC HINGE REGIONS OF CONCRETE REINFORCED COLUMNS

TRIPLE SOLUTIONS FOR THE ONE-DIMENSIONAL

Lecture 8 - SISO Loop Design

Finite Element Truss Problem

Moment of Inertia of an Equilateral Triangle with Pivot at one Vertex

The continuous time random walk (CTRW) was introduced by Montroll and Weiss 1.

arxiv:hep-ph/ v1 4 Jul 2005

By Xiaoquan Wen and Matthew Stephens University of Michigan and University of Chicago

Clustering Methods without Given Number of Clusters

Mucus Transport in the Human Lung Airways: Effect of Porosity Parameter and Air Velocity

Jump condition at the boundary between a porous catalyst and a homogeneous fluid

TOPICAL PROBLEMS OF FLUID MECHANICS 245 ON NUMERICAL APPROXIMATION OF FLUID-STRUCTURE INTERACTIONS OF AIR FLOW WITH A MODEL OF VOCAL FOLDS

MOS electrostatic: Quantitative analysis

In-plane elastic properties of hierarchical cellular solids

Dimension Effect on Dynamic Stress Equilibrium in SHPB Tests

A Buckling Problem for Graphene Sheets. J. Galagher 1, Y. Milman 2, S. Ryan 3, D. Golovaty 3, P. Wilber 3, and A. Buldum 4

into a discrete time function. Recall that the table of Laplace/z-transforms is constructed by (i) selecting to get

0 of the same magnitude. If we don t use an OA and ignore any damping, the CTF is

Recent progress in fire-structure analysis

A SIMPLIFIED SEISMIC DESIGN METHOD FOR UNDERGROUND STRUCTURES BASED ON THE SHEAR STRAIN TRANSMITTING CHARACTERISTICS

Numerical algorithm for the analysis of linear and nonlinear microstructure fibres

A Single Particle Thermal Model for Lithium Ion Batteries

Final Comprehensive Exam Physical Mechanics Friday December 15, Total 100 Points Time to complete the test: 120 minutes

THEORETICAL CONSIDERATIONS AT CYLINDRICAL DRAWING AND FLANGING OUTSIDE OF EDGE ON THE DEFORMATION STATES

A PROCEDURE FOR THE EVALUATION OF COUPLING BEAM CHARACTERISTICS OF COUPLED SHEAR WALLS

Massachusetts Institute of Technology Dynamics and Control II

Assessment Schedule 2017 Scholarship Physics (93103)

Simulation of Hot Forming Processes of Refractory Metals using Porous Metal Plasticity Models

Effect of a cap layer on morphological stability of a strained epitaxial film

Derivation of the bearing strength perpendicular to the grain of locally loaded timber blocks.

Cumulative Review of Calculus

Emittance limitations due to collective effects for the TOTEM beams

Online Appendix for Managerial Attention and Worker Performance by Marina Halac and Andrea Prat

Residual Strength of Concrete-encased Steel Angle Columns after Spalling of Cover Concrete

Bernoulli s equation may be developed as a special form of the momentum or energy equation.

Factor Analysis with Poisson Output

Cake ltration analysis the eect of the relationship between the pore liquid pressure and the cake compressive stress

Stability. ME 344/144L Prof. R.G. Longoria Dynamic Systems and Controls/Lab. Department of Mechanical Engineering The University of Texas at Austin

Source slideplayer.com/fundamentals of Analytical Chemistry, F.J. Holler, S.R.Crouch. Chapter 6: Random Errors in Chemical Analysis

Horizontal Biaxial Loading Tests on Sliding Lead Rubber Bearing System

Design spacecraft external surfaces to ensure 95 percent probability of no mission-critical failures from particle impact.

Introduction to Laplace Transform Techniques in Circuit Analysis

Calculation of the temperature of boundary layer beside wall with time-dependent heat transfer coefficient

To appear in International Journal of Numerical Methods in Fluids in Stability analysis of numerical interface conditions in uid-structure therm

THE THERMOELASTIC SQUARE

Transcription:

Electronic Supplementary Material (ESI) for Soft Matter. Thi journal i The Royal Society of Chemitry 15 Online upplementary information Governing Equation For the vicou flow, we aume that the liquid thickne i mall compared to the film length (H L), and by uing the lubrication approximation we obtain: v x p =η x z (S1) where p i the preure in the liquid, v x i the flow velocity in the x-direction, and η i the liquid vicoity; the effect of gravity a a body force i ignored. The vicou hear tre in the liquid i: τ zx vx = η z At the top urface of the liquid layer (z = H) a hear tre i tranferred to the elatic film: (S) T = η v x z=h (S3) At the bottom of the liquid layer, we aume no-lip at the liquid/rubber interface and hence have the boundary condition: vx = ε x at z = (S4) where ε i the train rate of the rubber contraction, with ε < for compreion. The velocity i et to be zero at x = (center of the film) to eliminate rigid-body motion. Auming the preure p i independent of z for the thin liquid layer and integrating Eq. (S1) with the boundary condition in Eq. (S3) and (S4), we obtain: v x (z) = 1 η z(z H) + T z + ε x η (S5) The flow rate in the x-direction i then: H Q x = v x dd = H3 3η + T H + ε xx (S6) η Uing the ma conervation equation for an incompreible fluid: H Q + x = t x (S7) The liquid thickne H i related to the out-of-plane diplacement w of the top urface: H(x) = H + w(x) (S8) Subtituting Eq. (S6) and (S8) into Eq. (S7), we obtain an evolution equation 1

= x = H3 3η H η T ε xx (S9) and the in-plane diplacement u of the top urface i related to the flow velocity in Eq. (S5) a = v x z=h = H η + H T + ε x η (S1) For the elatic film, the equation are imilar to Huang and Suo [13], except that there i no pretrain, but intead there are term correponding to the applied train rate. The in-plane normal tre in the film i: σ = E 1 ν + 1 (S11) where E and ν are Young modulu and Poion ratio of the elatic film, repectively. Subject to the vicou hear tre T acro the film/liquid interface, force balance within the film require that: T = h In addition, a force balance perpendicular to the plane of the film yield: p = D 4 w x 4 σh w T x (S1) (S13) Here D i the flexural rigidity of the elatic film: D = Eh 3 1(1 ν ) The boundary condition to be applied at the end of the film with x = ±L are: No normal tre + 1 = (S14). No bending moment No hear force No preure w x = 3 w x 3 = D 4 w T x4 = (S15) (S16) (S17) Thee are the ame equation a Liang et al, (Acta Mater. 5, 933, ). The above equation can be non-dimenionalized by the caled parameter a decribed in the main text, yielding the dimenionle evolution equation and boundary condition given in the main text (Eq. 1-6).

Linear Perturbation Analyi Uing Eq. and 1 in the main text a perturbation, the diplacement can be written a a um of the bae (hear lag) olution and the perturbation: w = w + w (S18) h p and u = u + u (S19) h p where we denote the hear lag olution with the upercript h. Subtituting thee value for u and w in the governing equation, ubtracting the bae equation i.e. the hear lag olution (ee main text), and neglecting nonlinear term of the perturbation, we obtain the linear evolution equation for the diplacement perturbation. The evolution for w can be written a: 1 p 1 w 1 Ω = + p h 3 h 6 5 B H H w k B H ik B 3 x 1 x 1 3 h h h u u H h 3 w H B H 3 ( ikb) + H w ( k A) + H ( k ia) x x x β x ( ik B ) β B ] (S) Similarly, the correponding evolution of the in-plane diplacement can be written a: Ω = ( H ) p k B p 5 h h h A i Hw H( k A) w ( k A) ibt x 1 (S1) In deriving thee equation, term containing dω /dd have been neglected, which i equivalent to auming that the time-cale over which perturbation grow i very different from the time-cale over which the hear lag olution evolve. The firt derivative of preure i written a: p x p 1 w = ik + N ( ik ) + ( k A ) + T ( k ) 1 3 h 5 h 3 h B B 3 B x w T w + ( k i ) ( ik ) ( k ) h h h A 3 x x B A x (S) and the econd derivative a: p 1 w w 4 h 3 h 6 h 4 h 3 = k B N ( k B) + ( ka) + 3 T ( 4 ik B) + 3( ik A) 3 x 1 x x T w T w + 3 ( ) 3( ) ( ) ( ) x x x x h h h h 3 4 k B k A ik B k ia (S3) 3

Thu Eq. (S41) and (S4) can be repreented a an eigenvalue problem of the form: Ω B A = M 11 M 1 M 1 M B A (S4) where M 11, M 1, M 1, M are complex number, and function of t and k. The eigenvalue of the M matrix are the intantaneou growth rate Ω. The hear lag olution can be regarded a being untable if the real part of the eigenvalue i poitive. The eigenvalue were computed for variou value of k uing MATLAB (Mathwork Inc.). Of the two eigenvalue obtained from the equation, the one with the greater real part i conidered a the dominant growth rate. 4

Quantitative comparion of linear perturbation analyi v experiment Fig. 7 and 11 in the main text repectively howed the fatet growing wavenumber predicted by linear perturbation analyi, and the wavelength oberved experimentally. Fig. S1 compare them directly in non-dimenional form. The ymbol are meaured wavenumber at one pecific liquid thickne, H =.9 mm (H = 36): filled point are ame data a in Fig. 11a, wherea open point are two more experimental run at the ame liquid layer thickne. The olid line i a fit to the k predicted by the linear perturbation analyi, i.e. it i the ame a the olid line in Fig. 7a in the main text. In the experimental range, the linear perturbation analyi typically predict the wavenumber to be roughly twice of what i oberved experimentally. Section 3 in the main text dicued the analogy between the ituation at hand (film being compreed at a pecified rate) and the ituation where a film with a compreive pretrain ε ret on a vicou liquid. Fig. 6 in the main text howed that the diperion relation i imilar in thee two ituation if the pretrain i aigned the value of the intantaneou train. Here we will tet thi analogy againt experiment taking advantage of the fact that in all our experiment, buckle appear at long time (i.e. t τ), when the caled compreive tre ha a value of σ mmm. For the experimental value of H = 36, it i reaonable to take the limit of an infinitely thick liquid layer conidered by Sridhar et al (Appl. Phy. Lett. 78, 48, 1). In that limit, the fatet-growing wave number i predicted to be 4ε (1 + ν). Puruing thi analogy, we replace ε with σ mmm, thu giving the prediction that k = 4 β L (1 + ν). Thi prediction, alo plotted in Fig. S1, i up to 5% higher than the H experiment..6 nordimenional wavenumber k m.5.4.3.9 mm expt thi paper. Sridhar 1 5.E-9 1.E-8 1.5E-8.E-8 β Fig. S1: Dimenionle wave number v dimenionle compreion rate. Solid ymbol are the ame a the.9 mm data in Fig. 11a in the main text. Open point are two more run at the ame liquid layer thickne. Solid line i a fit to the linear perturbation reult, i.e. ame a the olid line in Fig.7a in the main text. For explanation of dahed line, ee above. 5

Numerical imulation A numerical method baed on a finite difference cheme wa adopted, with center difference for pace dicretization and implicit backward difference for time integration. The method i imilar to Liang et al. (Acta Mater. 5, 933, ), uing fictitiou node at each end to atify the boundary condition. For each time tep, the olution wa obtained by iteration uing the Newton-Raphon method. u.5.4.3..1 -.1 -. -.3 -.4 -.5-15 -1-5 5 1 15 x/h w.1.9.8.7.6.5.4.3..1-15 -1-5 5 1 15 x/h x 1-4 8 x 1-7 -1 6 Normal Stre(σ ) - -3-4 -5 Scaled Shear Stre(T ) 4 - -4-6 t =.3τ t =.1τ t =.3τ t = τ t = 3τ -6-15 -1-5 5 1 15 x/h t = 1τ -8-15 -1-5 5 1 15 x/h Fig. S: Comparion of numerical imulation (olid line) with the hear lag olution (ymbol) at hort time (t 1τ ). 6

Wrinkle amplitude (mm).15.1.5 a.1..3.4.5.6.7 t ().5 b -.5-4 - 4.5 c -.5-4 - 4.5 d t =.7 t =.33 t =.6 -.5-4 - 4 x (mm) Fig. S3: Numerical imulation uing the ame parameter a the experiment of Fig. 8 in the main ε =.88 text (L = 75 mm; h = 5 µm; H =.9 mm; ). a. Evolution of wrinkle amplitude with time. The olid line indicate a imple power law: A = k(t t c ).5, with t c =.31. b-d. Simulated wrinkle profile at variou time, correponding to Fig. 8b-d. 1 7

a.5.11-1 -.5-4 - 4.5.9-1 -.5-4 - 4.5.68-1 -.5-4 - 4.5.54-1 -.5-4 - 4.5.43-1 -.5-4 - 4 x (mm) L = 8 mm ; H =.9 mm b.5 8 mm -.5-4 - 4.5 7 mm -.5-4 - 4.5 65 mm -.5-4 - 4.5 6 mm -.5-4 - 4 x (mm).5 H =.9 mm ; ε =.11 1.9 mm -.5-4 - 4.5 1.3 mm -.5-4 - 4.5. mm -.5-4 - 4.5 c.5 mm -.5-4 - 4 x (mm) L = 75 mm ; ε =.9 1 Fig. S4: Simulation approximately matching the condition in the three panel in Fig. 9 in the main text, howing the effect of each of the three parameter on wrinkling. In all graph, the y-axi i the dimenional value (in mm) of the out-of-plane diplacement. Each graph correpond to ε t =.6. 8