SHORE A DUROMETER AND ENGINEERING PROPERTIES



Similar documents
Objectives. Experimentally determine the yield strength, tensile strength, and modules of elasticity and ductility of given materials.

Material property tests of Smooth-on Vytaflex60 liquid rubber

Stress Strain Relationships

Tensile Testing Laboratory

Mechanical Properties of Metals Mechanical Properties refers to the behavior of material when external forces are applied

AN EXPLANATION OF JOINT DIAGRAMS

Chapter Outline. Mechanical Properties of Metals How do metals respond to external loads?

MECHANICAL PRINCIPLES HNC/D PRELIMINARY LEVEL TUTORIAL 1 BASIC STUDIES OF STRESS AND STRAIN

ENGINEERING COUNCIL CERTIFICATE LEVEL

Solid Mechanics. Stress. What you ll learn: Motivation

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

Uniaxial Tension and Compression Testing of Materials. Nikita Khlystov Daniel Lizardo Keisuke Matsushita Jennie Zheng

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME 2 ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS

METU DEPARTMENT OF METALLURGICAL AND MATERIALS ENGINEERING

3. Test Methods for Evaluation of ESCR of Plastics

STRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION

Properties of Materials

The elements used in commercial codes can be classified in two basic categories:

Elasticity Theory Basics

LOW TEMPERATURE TESTING OF ELASTOMERS

THE STRAIN GAGE PRESSURE TRANSDUCER

MTS ADHESIVES PROGRAMME PERFORMANCE OF ADHESIVE JOINTS

Overview of Topics. Stress-Strain Behavior in Concrete. Elastic Behavior. Non-Linear Inelastic Behavior. Stress Distribution.

Long term performance of polymers

APPENDIX A PRESSUREMETER TEST INTERPRETATION

Force measurement. Forces VECTORIAL ISSUES ACTION ET RÉACTION ISOSTATISM

Bending Stress in Beams

MCE380: Measurements and Instrumentation Lab. Chapter 9: Force, Torque and Strain Measurements

ME 354, MECHANICS OF MATERIALS LABORATORY

9. TIME DEPENDENT BEHAVIOUR: CYCLIC FATIGUE

PROPERTIES OF MATERIALS

Prelab Exercises: Hooke's Law and the Behavior of Springs

Experiment 5. Strain Gage Measurements

The Bending Strength of Pasta

8.2 Elastic Strain Energy

Lab for Deflection and Moment of Inertia

15. MODULUS OF ELASTICITY

Hardened Concrete. Lecture No. 14

ANALYSIS OF GASKETED FLANGES WITH ORDINARY ELEMENTS USING APDL CONTROL

Tensile Testing of Steel

Cylinder Head Gasket Contact Pressure Simulation for a Hermetic Compressor

Activity 2.3b Engineering Problem Solving Answer Key

CH 6: Fatigue Failure Resulting from Variable Loading

Physics 3 Summer 1989 Lab 7 - Elasticity

Austin Peay State University Department of Chemistry Chem The Use of the Spectrophotometer and Beer's Law

Lab E1: Introduction to Circuits

Objective To conduct Charpy V-notch impact test and determine the ductile-brittle transition temperature of steels.

CEEN Geotechnical Engineering Laboratory Session 7 - Direct Shear and Unconfined Compression Tests

GUIDELINE FOR HAND HELD SHEAR VANE TEST

Introduction to Solid Modeling Using SolidWorks 2012 SolidWorks Simulation Tutorial Page 1

Specifications, Product Testing and Terminology

DIGITAL DISPLACEMENT RISING STEP LOAD LRA/RSL TEST EQUIPMENT

Back to Elements - Tetrahedra vs. Hexahedra

TEST REPORT. Rendered to: LMT-Mercer Group, Inc. For: PRODUCT: 4" x 4" and 5" x 5" PVC Porch Posts with Aluminum Reinforcing

Solution for Homework #1

Introduction to Mechanical Behavior of Biological Materials

Lab 8: DC generators: shunt, series, and compounded.

Basic Electronics Prof. Dr. Chitralekha Mahanta Department of Electronics and Communication Engineering Indian Institute of Technology, Guwahati

M n = (DP)m = (25,000)( g/mol) = 2.60! 10 6 g/mol

Naue GmbH&Co.KG. Quality Control and. Quality Assurance. Manual. For Geomembranes

Description of mechanical properties

Numerical Analysis of Independent Wire Strand Core (IWSC) Wire Rope

MIME 3330 Mechanics Laboratory LAB 5: ROTATING BENDING FATIGUE

Characterizing Digital Cameras with the Photon Transfer Curve

Elasticity. I. What is Elasticity?

STRAIN-LIFE (e -N) APPROACH

Understanding the IRHD and Shore Methods used in Rubber Hardness Testing

PVC PIPE PERFORMANCE FACTORS

Unit 6 Plane Stress and Plane Strain

Shelf Life Prediction Of Medical Gloves

Notes on Polymer Rheology Outline

TENSILE TESTING PRACTICAL

LABORATORY EXPERIMENTS TESTING OF MATERIALS

ABSTRACT 1. INTRODUCTION 2. DESCRIPTION OF THE SEGMENTAL BEAM

Ideal Cable. Linear Spring - 1. Cables, Springs and Pulleys

Examples on Monopoly and Third Degree Price Discrimination

Pre-Test Chapter 18 ed17

2.016 Hydrodynamics Reading # Hydrodynamics Prof. A.H. Techet

Strength of Concrete

Lecture 12: Fundamental Concepts in Structural Plasticity

Review of Fundamental Mathematics

Finite Element Formulation for Plates - Handout 3 -

EXPERIMENT 11 UV/VIS Spectroscopy and Spectrophotometry: Spectrophotometric Analysis of Potassium Permanganate Solutions.

Technology of EHIS (stamping) applied to the automotive parts production

Module 1, Lesson 3 Temperature vs. resistance characteristics of a thermistor. Teacher. 45 minutes

Sheet metal operations - Bending and related processes

Validation of Cable Bolt Support Design in Weak Rock Using SMART Instruments and Phase 2

Part 1: Background - Graphing

Lymon C. Reese & Associates LCR&A Consulting Services Tests of Piles Under Axial Load

research report Investigation of Proposed AASHTO Rut Test Procedure Using the Asphalt Pavement Analyzer Virginia Transportation Research Council

Lap Fillet Weld Calculations and FEA Techniques

Mechanical Properties - Stresses & Strains

INTRODUCTION TO SOIL MODULI. Jean-Louis BRIAUD 1

CRITERIA FOR PRELOADED BOLTS

Measurement of Residual Stress in Plastics

Sound absorption and acoustic surface impedance

Application Note Noise Frequently Asked Questions

Linear Equations. Find the domain and the range of the following set. {(4,5), (7,8), (-1,3), (3,3), (2,-3)}

Numerical modelling of shear connection between concrete slab and sheeting deck

Transcription:

SHORE A DUROMETER AND ENGINEERING PROPERTIES Written by D.L. Hertz, Jr. and A.C. Farinella Presented at the Fall Technical Meeting of The New York Rubber Group Thursday, September 4, 1998 by D.L. Hertz, Jr.

WHAT IS DUROMETER?... 3 SCHEMATIC:... 3 SURFACE HARDNESS INDICATOR... 3 WHAT IS IT MEANT TO MEASURE?...3 MATERIAL STIFFNESS YOUNG S MODULUS, SHEAR MODULUS... 3 SHEAR MODULUS, G... 3 DEFINE YOUNG S MODULUS, E:... 5 WHY IS IT USED?... 5 DESIGN AND ANALYSIS... 5 QUALITY CONTROL... 5 EASE OF MEASUREMENT... 5 WHAT S THE PROBLEM?... 5 OPERATOR DEPENDENT... 5 LINEAR INSTRUMENT MEASURES USING A NON-LINEAR METHOD... 5 FALSE SENSE OF SECURITY... 6 WHAT DO WE DO ABOUT THIS?... 8 FOCUS THE SCOPE... 8 DEFINE STRAIN ENERGY DENSITY... 8 MATERIAL MODEL: NEO-HOOKEAN MATERIALS... 9 S.E.D. FOR NEO-HOOKEAN MATERIAL:... 9 THE PAY-OFF (AT LAST!)... 10 LINEAR SENSITIVITY... 10 AUTOMATION IS EASY... 11 CONCLUSION... 11 DUROMETER... 11 STRAIN ENERGY DENSITY... 11 ADDITIONAL NOTES:... 1 REFERENCES... 13

What Is Durometer? Schematic: Figure 1: Durometer Schematic Surface Hardness Indicator A durometer gage measures the depth of surface penetration for a pin of a predetermined geometry. The device is essentially a machine shop dial indicator measuring deflections between 0.000 and 0.100 inches; the gage reads 0 at 0.100 inches penetration and 100 at 0.000 inches penetration. A spring with a known (also predetermined) stiffness is used. In this presentation, International Rubber Hardness Degrees (IRHD) and durometer are used interchangeably, since the test methods and theory are basically the same. Note, however, that durometer and IRHD will not necessarily be numerically equal. What Is It Meant To Measure? Material Stiffness Young s Modulus, Shear Modulus The depth of penetration is directly related to the force required, thus durometer is typically used as a stiffness indicator (since both force and deflection are measured). This would seem to be a logical definition, since the relationship between force and deflection usually derives stiffness. Remember, however, that rubber is a non-linear material (i.e. the uniaxial stress vs. strain curve does not form a straight line). Shear Modulus, G Slope of shear stress strain curve is known as the shear modulus, G. Figure shows a schematic of shear loading. Based on this geometry, the stress and strain are calculated as follows: 3

Shear Stress=F/A Shear Strain=δ/l Figure : Shear Loading and Deflection The resulting stress vs. strain curve for a material with G=1,500 psi looks like that of Figure 3. 500 400 300 00 100 0-35% -5% -15% -5% 5% 15% 5% 35% -100-00 -300-400 -500 Shear Strain (%) Figure 3: Stress Strain Curve for Shear 4

Define Young s Modulus, E: In terms of linear materials, E is the slope of the uniaxial stress-strain curve. For rubber, it is derived in terms of the shear modulus. Due to the fact that rubber is incompressible, E=3G. Why is it Used? Design and Analysis Aside from permeability issues, contact pressure (or stress) due to deformation is what causes a rubber element to seal. The seal is maintained only if the rubber material remains intact both mechanically and chemically (realize that some mechanical changes are the results of chemical changes). This is why stress relaxation and compression set are key properties when considering the longevity of a seal. These values are functions of the stiffness of the material (and are time dependent). When considering a seal design, material stiffness is extremely important. The stiffness, or Young s modulus (defined loosely), is a measure of how much spring force a rubber component will exert when subjected to a deformation. Engineers need a quick and dirty way to estimate material stiffness when designing rubber components. Quality Control Stiffness must be controlled, since variations in stiffness mean variations in contact and peak stresses. As some of you may know, over-compressing a seal can be as bad as under compressing. Thus, stiffness is crucial to seal design. Ease of Measurement Durometer gages are relatively inexpensive, and do not require an intensive amount of training to operate. Basically, it s cheap and easy. What s the Problem? Operator Dependent Not many lab technicians use a stopwatch to count out seconds before measuring. If you have ever performed a durometer measurement, you have noticed that the gage drops with time. Linear Instrument Measures Using a Non-Linear Method We previously mentioned that rubber is a non-linear material. For example, let s say material A has Modulus E, while material B has Modulus E/; the measured durometer for material A is not twice that of material B. That is, twice the durometer is not twice the stiffness (and vice versa). Depth of penetration is not a linear function of 5

the stiffness of the material. Figure 4 shows a chart of measured IRHD versus Young s Modulus. Note that the chart uses a semi-log scale (IRHD is on a linear scale plotted against the logarithm of Young s Modulus). 100 90 80 70 60 50 40 30 0 10 0 1 1.5.5 3 3.5 4 Log 10 E Figure 4: IRHD vs. Log "E" False Sense of Security Stiffness is typically controlled using durometer measurements. Quality Control is not necessarily achieved using durometer measurements. These measurements allow for large variations in modulus, although appearing tightly controlled. Look at Figure 5 below, for example. The graph shows the same information as in Figure 4, but the axes have been switched and the data are shown on linear scales. Let s suppose that a customer specifies that a compound must have an IRHD of 70 5. The dotted line at 70 shows the nominal specification, and the two solid lines show the allowances. The nominal stiffness is about 750 psi. The material stiffness at the low and high ends of the tolerance is 650 psi and 1,000 psi respectively. Translated into psi, the material specification allows a modulus of 750 psi+50psi/-100 psi. As a second example, let s suppose a customer specifies a durometer (or IRHD) of 90 5. According to Figure 6, the nominal stiffness is,600 psi. The tolerances given allow for stiffness between 1,800 psi and 4,700 psi. Thus, although the durometer measurements may appear to be consistent and tightly controlled, the stiffness is allowed to have quite large variation, while still meeting the customer s specifications. 6

8000 7000 6000 5000 4000 3000 000 1000 0 0 10 0 30 40 50 60 70 80 90 100 International Rubber Hardness Degrees 8000 Figure 5: Young s Modulus vs. IRHD, 70 Durometer Nominal 7000 6000 5000 4000 3000 000 1000 0 0 10 0 30 40 50 60 70 80 90 100 International Rubber Hardness Degrees Figure 6: Young's Modulus vs. IRHD, 70 and 90 Nominal Durometer 7

What Do We Do About This? Focus the Scope Think about the measurement system in terms of sensitivity. Sensitivity of a measurement device/method is the change in signal for a given change in the property to be measured. For example, a manufacturer of tensile test machines may report the sensitivity of a load cell as 0.5 Volts per 1 pound force over the entire range of the load cell. A load cell should double its output voltage if the applied force doubles. We want to find an easy way to approximate Young s Modulus. The measurement method should have a constant sensitivity over the entire range of interest, and it should be easy to calculate. Define Strain Energy Density Strain Energy Density is defined as the energy stored (per unit volume) as a result of applied deformations (strains). Think about a rubber band: after you have stretched it, it has stored energy that is recoverable. Consider two rubber bands of different thickness, both of the same length. Suppose we stretch both of them to twice their original length, or 100% elongation. The thicker band will require more energy. This is why we use strain energy density: dividing by the volume allows us to compare specimens of different thickness/geometry. Strain energy density is calculated as the area under the stress vs. strain curve. To calculate the strain energy density at 0% elongation, we would find the area under the curve only up to 0% stretch as shown in Figure 7. 000 1500 1000 500 Area Under the Stress Strain Curve up to 0% Elongation 0-15% -10% -5% 0% 5% 10% 15% 0% 5% 30% 35% -500-1000 -1500 Uniaxial Extension (%) Figure 7: Calculation of Strain Energy Density at 0% Elongation 8

Material Model: Neo-Hookean Materials S.E.D. for Neo-Hookean Material: By a derivation we will not get into here, if we define the strain energy density in terms of one material constant, G, we have * : W ( λ + λ + 3) G = λ3 1 W=Strain Energy Density G=Shear Modulus λ i =Principle Stretches (Current Length over Initial Length) We can also say that since rubber is incompressible, the following relationship will be true for uniaxial tension or compression: λ = λ = 3 1 λ 1 Substituting back into the equation for strain energy density, we have: W G = λ + 3 λ Thus, to calculate shear modulus (or Young s Modulus using E=3G) we can use the measured strain energy density at 0% elongation. Once we have tested a simple dog-bone type specimen (ASTM D 41), the only unknown in the above equation is the shear modulus, G. We can integrate the stress vs. strain curve up to 0% to get W, and since we integrated up to 0% elongation, lambda is equal to (1.). Solving for G gives: G ( 18.75) W 0% * For a range of strains up to about 60% (or equivalently, λ=1.6). 9

The Pay-Off (At Last!) Linear Sensitivity The strain energy density at 0% elongation is linearly sensitive to changes in Modulus where the durometer measurement is very sensitive at low hardness and is almost independent of Modulus at higher hardness. This can be shown by graphing Durometer vs. Modulus and W 0% vs. modulus curves, as in Figure 8 below. 160 140 10 100 80 IRHD W (0%) 60 40 0 0 0 1000 000 3000 4000 5000 6000 7000 8000 9000 Young's Modulus (PSI) Figure 8: Comparison of IRHD and W 0% Another interesting way to compare sensitivity of durometer and strain energy density measurements is to graph the derivative (or slope) of the curves shown in Figure 8. Figure 9 shows the sensitivity of each measurement type. Note that as durometer increases, the sensitivity of durometer measurements goes to zero (while the response of strain energy density is flat). 10

Response Curves of IRHD and Strain Energy Density 10% 100% 80% 60% d(irhd)/de d(w0%)/de 40% 0% 0% 0 1000 000 3000 4000 5000 6000 7000 Modulus (PSI) Figure 9: Sensitivity Comparison Automation is Easy Most tensile testing machines can automatically calculate strain energy density after each test is completed. Some newer software will even enter the data directly into statistical process control programs- without user intervention. Since the speed of a tensile test is controlled by computer, variation due to the operator is minimized. Conclusion Durometer Although durometer measurements may be cheap and easy, control of durometer does not assure control of material stiffness. The use of such instruments will continue based on tradition (we ve always done it this way) and because the measurements are easy to take. Strain Energy Density Strain energy density can be a useful design tool, and can also help assure tight quality control. This type of calculation should be incorporated into rubber laboratories as a standard report item. 11

Additional Notes: According to Neo-Hookean Hyperelasticity: W ( λ + λ + 3) G = λ3 1 Where G=Shear Modulus and λ 1, λ, and λ 3 are Principle Stretch Ratios The applied stretch is: λ 1 = 1+ ε 11 For simple extension (due to incompressibility), we have the relation: λ = λ = 3 1 λ 1 σ U 1 = G λ λ λ Tension = 1

References Gent, A. N. On the Relation Between Indentation Hardness and Young s Modulus, Transactions of the Institute of the Rubber Industry, Vol. 34, No., 1958. Peacock, Christopher. Quality Control Testing of Rubber Shear Modulus, Elastomerics, May 199. 13