Supporting Information

Similar documents
Physical Properties Testing Technical Bulletin

CHAPTER 3 THE EFFECTS OF FORCES ON MATERIALS

Samantha Ramirez, MSE. Stress. The intensity of the internal force acting on a specific plane (area) passing through a point. F 2

Sean Carey Tafe No Lab Report: Hounsfield Tension Test

Chapter 12. Static Equilibrium and Elasticity

STANDARD SAMPLE. Reduced section " Diameter. Diameter. 2" Gauge length. Radius

(2) Calculate the spring constant, k, for the spring. State an appropriate unit.

CHEM-C2410: Materials Science from Microstructures to Properties Composites: basic principles

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and

MECE 3321 MECHANICS OF SOLIDS CHAPTER 3

Which expression gives the elastic energy stored in the stretched wire?

Lab Exercise #5: Tension and Bending with Strain Gages

3. BEAMS: STRAIN, STRESS, DEFLECTIONS

Elasticity. A PowerPoint Presentation by Paul E. Tippens, Professor of Physics Southern Polytechnic State University Modified by M.

MarkForged's Onyx is a material that is ideal for customer-facing parts that need to look good while standing up to industrial requirements.

Unit I Stress and Strain

[5] Stress and Strain

MECHANICAL AND RHEOLOGICAL PROPERTIES

Page 2. What is the main purpose of the steel core? To force more current into the outer sheath.

Solid Mechanics Homework Answers

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS

Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method

Stresses in Curved Beam

Class XI Physics. Ch. 9: Mechanical Properties of solids. NCERT Solutions

Static Equilibrium; Elasticity & Fracture


MECHANICS OF 2D MATERIALS

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts.

Question Figure shows the strain-stress curve for a given material. What are (a) Young s modulus and (b) approximate yield strength for this material?

13 Solid materials Exam practice questions

and Tetsuyuki Sasai* *, Members, TMSJ Abstract

Massachusetts Institute of Technology Department of Aeronautics and Astronautics Cambridge, MA Problem Set 14

9 MECHANICAL PROPERTIES OF SOLIDS

INTRODUCTION TO STRAIN

Question 9.1: Answer. Length of the steel wire, L 1 = 4.7 m. Area of cross-section of the steel wire, A 1 = m 2

Statics. Phys101 Lectures 19,20. Key points: The Conditions for static equilibrium Solving statics problems Stress and strain. Ref: 9-1,2,3,4,5.

PURE BENDING. If a simply supported beam carries two point loads of 10 kn as shown in the following figure, pure bending occurs at segment BC.

BTECH MECHANICAL PRINCIPLES AND APPLICATIONS. Level 3 Unit 5

, follows from these assumptions.

Chapter 13 ELASTIC PROPERTIES OF MATERIALS

Members Subjected to Torsional Loads

Stress-Strain Behavior

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA SCIENCE FOR TECHNICIANS OUTCOME 1 - STATIC AND DYNAMIC FORCES TUTORIAL 3 STRESS AND STRAIN

ME 243. Mechanics of Solids

Supplementary information

A Multi-Gait Soft Robot. Supporting Information

NE 125 L. Title Page

Chapter 10 Lecture Outline. Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display.

Difference Between Fixed and Floating Reference Points AASHTO T-321

3.22 Mechanical Properties of Materials Spring 2008

Introduction to Engineering Materials ENGR2000. Dr. Coates

INFLUENCE KINDS OF MATERIALS ON THE POISSON S RATIO OF WOVEN FABRICS

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS

Elasticity: Term Paper. Danielle Harper. University of Central Florida

Mechanics of Earthquakes and Faulting

Strauss PDEs 2e: Section Exercise 1 Page 1 of 6

Elastic Model of a Deformable Fingertip

2/28/2006 Statics ( F.Robilliard) 1

ME Final Exam. PROBLEM NO. 4 Part A (2 points max.) M (x) y. z (neutral axis) beam cross-sec+on. 20 kip ft. 0.2 ft. 10 ft. 0.1 ft.

Tensile stress strain curves for different materials. Shows in figure below

ELASTICITY (MDM 10203)

Mechanics of Solids. Mechanics Of Solids. Suraj kr. Ray Department of Civil Engineering

Nonlinear Modeling of Fiber-Reinforced Elastomers and the Response of a Rubber Muscle Actuator

Class XI Chapter 9 Mechanical Properties of Solids Physics

Failure analysis of serial pinned joints in composite materials

STRESS, STRAIN AND DEFORMATION OF SOLIDS

The Kinematic Equations

Single fibre tensile testing

MATH 280 Multivariate Calculus Fall Integration over a curve

CAAM 335 Matrix Analysis Planar Trusses

Evaluation of in-plane orthotropic elastic constants of paper and paperboard

In Situ Ultrasonic NDT of Fracture and Fatigue in Composites

Materials and Structures. Indian Institute of Technology Kanpur

REPORT TO D-FLEX LTD APRIL 2009 REPORT. (to D-Flex Ltd, NWDA Innovation Vouchers Award, 28 April 2009)

QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A

3-dimensional joint torque calculation of compression sportswear using 3D-CG human model

Strength of Material. Shear Strain. Dr. Attaullah Shah

Outline. Organization. Stresses in Beams

UNIVERSITY PHYSICS I. Professor Meade Brooks, Collin College. Chapter 12: STATIC EQUILIBRIUM AND ELASTICITY

Mechanical properties 1 Elastic behaviour of materials

ME 323 Examination #2 April 11, 2018

UNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich

ISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING

Prediction of Elastic Constants on 3D Four-directional Braided

X has a higher value of the Young modulus. Y has a lower maximum tensile stress than X

STRUCTURAL SURFACES & FLOOR GRILLAGES

(1) Brass, an alloy of copper and zinc, consists of 70% by volume of copper and 30% by volume of zinc.

Strength of Materials (15CV 32)

CIVIL DEPARTMENT MECHANICS OF STRUCTURES- ASSIGNMENT NO 1. Brach: CE YEAR:

MATH 280 Multivariate Calculus Fall Integrating a vector field over a curve

**********************************************************************

PHYS 1441 Section 002 Lecture #23

Exam III Physics 101: Lecture 19 Elasticity and Oscillations

Revision Guide for Chapter 4

The science of elasticity

ANALYSIS OF STRAINS CONCEPT OF STRAIN

4. BEAMS: CURVED, COMPOSITE, UNSYMMETRICAL

Basic Energy Principles in Stiffness Analysis

Aluminum shell. Brass core. 40 in

Keywords: Adhesively bonded joint, laminates, CFRP, stacking sequence

Transcription:

Supporting Information Stepped Moduli in Layered Composites Ju-Hee So 1, Alok Tayi 1, Firat Guder, and George M. Whitesides 1,* 1 Department of Chemistry and Chemical Biology, Harvard University, 1 Oxford Street, Cambridge, MA 138, USA. Wyss Institute for Biologically Inspired Engineering, Harvard University, 6 Oxford Street, Cambridge, MA 138, USA. (*) Author to whom correspondence should be addressed: gwhitesides@gmwgroup.harvard.edu 1

Mechanical properties of latex, PE, and Kevlar sheets To investigate the contribution of each material when it is combined into the steppedmodulus composites, we first measured the Young s modulus of single sheets of latex, PE and Kevlar by performing a tensile test. We prepared strips (3 cm in width, W 15 cm in length, L) of latex, polyethylene (PE) (purchased from McMaster Carr) and Kevlar (purchased from Fibre Glast). We tested the mechanical properties of each strip using a tensile tester (Instron 5566) by measuring stress while applying constantly increasing strain with a rate of 6 mm/min. The tested area of each sample was 3 cm (W) 9 cm (L). Figure S1. Force vs. extension and stress vs. strain curves of Kevlar, PE and latex strips. The size of the strips tested was 3 mm in width and 9 mm in length. The Young s modulus of the three materials differed by four orders of magnitude (.7 MPa, 55 MPa and 4 GPa).

Stepped modulus composites composed of thermoplastic polyurethane and a silicone based elastomer Figure S. Force vs. extension curves of a silicone-based elastomer (Ecoflex), thermoplastic polyurethane (TPU), and a TPU-Ecoflex stepped modulus composite. The length difference of the strips of TPU and Ecoflex of the composite was 5 mm. The measured Young s moduli of Ecoflex and TPU are 44. kpa and 17.7 MPa. 3

Mechanical Properties of a layered composite composed of materials with low elongation-at-break. Figure S3. (A) Layered composites of four sheets of aluminium and a layer of latex at rest (top) and in tensile strain (bottom). (B) The force-extension of the composite shows sharp peaks at four threshold extensions that are 1,, 3 and 4 mm as the Al layers break from the shortest to the longest. The latex layer helps the shortest Al layer maintain its wavy configuration at rest and prevents the composite from totally separated into two pieces even after the longest Al layer breaks. 4

Mathematical analysis of the stepped-modulus composites with different amplitudes To prove that the amplitude of the PE layer of the composites in sinusoidal configuration decreases along with the wavelength, we compare the arc lengths of two sine curves, 1 sin x and sin x from to π, and show their arc lengths are equal to each other. First, we derive a general equation to calculate the arc length of an arbitrary function, y = f(x), from point A to B which we define as L. ΔL is the infinitesimal arc length when A and B are infinitely close to each other (Figure S3 (A)) and it is described in equation (S1) from the Pythagorean Theorem,. ( ) ( ) ( ) L x y (S1) In a derivative form, the equation (S1) can be divided by dx, then L can be described as a function of integral shown in equation (S3). dl dx dy df ( x) ( ) ( ) ( ) 1 dx dx dx dx (S) df ( x) dx 1 ( ) dx (S3) L By using the equation (S3), we compare the arc lengths of two sine curves, 1 sin x and sin x from to π. First, in the case of sin x, the arc length from to π is described in the equations below. L 1 (cos x) dx (S4) x dx (S5) 4 1 (cos ) x dx (S6) 4 (sin ) 5

1 x dx (S7) 4 1 (sin ) Here, the integral term can be replaced by the complete elliptic integral of the second kind, E( m ) 1 m(sin u) du. Then the arc length is 1 4 E( ) 7.64. Second, we calculate the arc length of 1 sin x from to π to compare it with that of sin x. L 1 (cos x) dx (S8) We define θ as x to change the variable, then dx = 1 dθ and the equation (S8) can be replaced with (S9). 1 4 1 (cos ) d (S9) 1 (cos ) d (S1) The equation (S1) is equal to the equation (S4), thus the arc length of 1 sin x from to π is also 1 4 E( ) 7.64. 6

Figure S4. (A) The arc length of an arbitrary function, f(x) from A to B can be described as an equation using the Pythagorean Theorem. (B) The amplitude of a longer sheet (red) decreases proportionally to its wavelength (one third in this exemplary diagram) when the total arc length is constant. 7

Stepped modulus composite with non-uniform amplitude of the stiff layer Figure S5. (A) Four states of a stepped modulus composite with three sections of different arc length when the applied strain increases. Until the state D is reached, only the latex sheet stretches. (B) Force vs. extension curve of a latex-pe stepped modulus composite described in (A). The threshold extension is 36 mm which is equal to the sum of the length difference of three sections between the two sheets (1 mm + 1 mm + 14 mm). 8

Stepped modulus composite with non-uniform wavelength of the stiff layer Figure S6. Photographs of a PE-latex composite with non-uniform wavelength of the PE layer at top ((A) and (C)) and perspective views ((B) and (D)) on a grid. The composite is at rest in (A) and (B) and in tensile strain in (C) and (D). The red lines represent the attachment of the PE and latex layers, and the blue dotted lines in (B) and (D) represent the shape of the PE layer. The gradations on the grid are 1 mm and the black line shows the half of the length of the composite. When the composite is stretched from L Latex (6 mm) to L Latex +L (9 mm), the composite distorts in the direction of its width. 9

Composites with rod-coil configuration Figure S7. (A) Photograph of a Kevlar-TPU-Ecoflex composite with rod-coil configuration. The TPU strip was wrapped with Kevlar fibers in a helical fashion; this TPU-Kevlar composite was wrapped around a rod of Ecoflex. (B) Force-extension profiles of a Kevlar-TPU-Ecoflex ( ) and a TPU-Ecoflex (Δ) composites, and a single rod of Ecoflex ( ). 1

Composite with embedded configuration 11

Figure S8. (A) Photograph of a Kevlar-TPU-Ecoflex composite with embedded configuration. The Kevlar-TPU composite was embedded in Ecoflex in a sinusoidal configuration. (B) Forceextension profiles of the composite. The composite delaminated after ~ 6 mm of extension. (C, D) Simulated stress distribution in model geometries of Kevlar-Ecoflex composites in embedded (C) and layered (D) configurations in tension. The length and thickness of the Ecoflex in the model geometries are 75.4 mm and 7 mm. The amplitude and period of Kevlar is 5 mm and 5 mm. For simplification, the tensile load (1 N) is assumed to be applied only on the right side of the composite. 1