MECHANICAL PROPERTIES

Similar documents
Time dependent Properties: Creep and Stress Relaxation

CE 221: MECHANICS OF SOLIDS I CHAPTER 3: MECHANICAL PROPERTIES OF MATERIALS

Engineering Materials

P A (1.1) load or stress. elongation or strain

Engineering Materials

CHAPTER 3 OUTLINE PROPERTIES OF MATERIALS PART 1

Fracture. Brittle vs. Ductile Fracture Ductile materials more plastic deformation and energy absorption (toughness) before fracture.

CH 6: Fatigue Failure Resulting from Variable Loading

Chapter 7. Mechanical properties 7.1. Introduction 7.2. Stress-strain concepts and behaviour 7.3. Mechanical behaviour of metals 7.4.

Mechanical Engineering Ph.D. Qualifying Exam ENGINEERING MATERIALS. Fall 2009 IDENTIFICATION NUMBER:

1-6.4 THE CRACK TIP: THE INGLIS EQUATION

MECHANICAL PROPERTIES OF MATERIALS

Tensile/Tension Test Advanced Topics

BFF1113 Engineering Materials DR. NOOR MAZNI ISMAIL FACULTY OF MANUFACTURING ENGINEERING

Chapter 15 Part 2. Mechanical Behavior of Polymers. Deformation Mechanisms. Mechanical Behavior of Thermoplastics. Properties of Polymers

How do we find ultimate properties?

Lab Exercise #2: Tension Testing (Uniaxial Stress)

Chapter 6: Mechanical Properties: Part One

The strength of a material depends on its ability to sustain a load without undue deformation or failure.

Part IA Paper 2: Structures and Materials MATERIALS Examples Paper 3 Stiffness-limited Design; Plastic Deformation and Properties

Crystallinity in Polymers. Polymers. Polymer Crystallinity. Outline. Crystallinity in Polymers. Introduction. % crystallinity 100

Engineering Materials

FME201 Solid & Structural Mechanics I Dr.Hussein Jama Office 414

Quiz 1 - Mechanical Properties and Testing Chapters 6 and 8 Callister

Creep failure Strain-time curve Effect of temperature and applied stress Factors reducing creep rate High-temperature alloys

WHITE PAPER THE EFFECTS OF PROCESSING ON THERMOPLASTICS QUADRANT S SHAPE DATA APPROACH. Find us

ME 212 EXPERIMENT SHEET #2 TENSILE TESTING OF MATERIALS

ENGR 151: Materials of Engineering LECTURE #12-13: DISLOCATIONS AND STRENGTHENING MECHANISMS

THE MECHANICAL PROPERTIES OF STAINLESS STEEL

Chapter Outline: Failure

Chapter 10 Polymer Characteristics. Dr. Feras Fraige

3. MECHANICAL PROPERTIES OF STRUCTURAL MATERIALS

CITY AND GUILDS 9210 Unit 130 MECHANICS OF MACHINES AND STRENGTH OF MATERIALS OUTCOME 1 TUTORIAL 1 - BASIC STRESS AND STRAIN

Welcome to ENR116 Engineering Materials. This lecture summary is part of module 2, Material Properties.

Dynamic Shear Rheometer: DSR

X. DEFINING YIELD STRESS AND FAILURE STRESS (STRENGTH)

TEACHER INSTRUCTIONS Thermal Processing of Bobby Pins

Material HDT Continuous Use Temp. Radal (Polyphenylsulfone) 400 F 300 F

Mechanical behavior of crystalline materials - Stress Types and Tensile Behaviour

Design Values of Materials

Fatigue failure & Fatigue mechanisms. Engineering Materials Chedtha Puncreobutr.

Design to Prevent Fatigue

Materials Science and Engineering: An Introduction

MECHANICAL PROPERTIES OF MATERIALS. Manufacturing materials, IE251 Dr M. Eissa

Module #0. Introduction. READING LIST DIETER: Ch. 1, pp. 1-6

1) Fracture, ductile and brittle fracture 2) Fracture mechanics

Chapter Outline Dislocations and Strengthening Mechanisms. Introduction

ME254: Materials Engineering Second Midterm Exam 1 st semester December 10, 2015 Time: 2 hrs

a. 50% fine pearlite, 12.5% bainite, 37.5% martensite. 590 C for 5 seconds, 350 C for 50 seconds, cool to room temperature.

SMU 2113 ENGINEERING SCIENCE. PART 1 Introduction to Mechanics of Materials and Structures

Chapter 9 Shake, rattle and roll: cyclic loading, damage and failure

Testing and Analysis

MECHANICS OF MATERIALS. Mechanical Properties of Materials

True Stress and True Strain

COSMOS. Design to Prevent Fatigue. COSMOSWorks. SolidWorks Corporation. Introduction. What is Fatigue?

AML 883 Properties and selection of engineering materials

Experiment 4 - Testing of Materials in Tension

EGN 3365 Review on Metals, Ceramics, & Polymers, and Composites by Zhe Cheng

MATERIALS: Clarifications and More on Stress Strain Curves

Chapter 4 MECHANICAL PROPERTIES OF MATERIAL. By: Ardiyansyah Syahrom

Issues to address. Why Mechanical Test?? Mechanical Properties. Why mechanical properties?

Applied Science SC05 (JAN11SCO501) General Certificate of Education Advanced Subsidiary Examination January Choosing and Using Materials TOTAL

Workshop Practice TA 102

VISCOELASTIC PROPERTIES OF AMORPHOUS POLYMERS

CME 300 Properties of Materials. ANSWERS Homework 2 September 28, 2011

INGE Engineering Materials. Chapter 7: Part 2. Mechanical Failure. INGE Engineering Materials. Failure Analysis

Mechanical Properties of Matter: deformation of materials

CE 115 Introduction to Civil Engineering Graphics and Data Presentation Application in CE Materials

EDGE CHIPPING RESISTANCE USING MACROINDENTATION TESTING

Materials Properties 2

HOMEWORK 1. SCI 1410: materials science & solid state chemistry

Now, let s examine how atoms are affected as liquids transform into solids.

Electronics materials - Stress and its effect on materials

Tutorial 2 : Crystalline Solid, Solidification, Crystal Defect and Diffusion

Doç. Dr. Halit YAZICI

Residual Stresses and Distortion in Weldments

Mechanical Properties of Metals. Goals of this unit

Introduction to Properties of Metals

High Temperature Materials. By Docent. N. Menad. Luleå University of Technology ( Sweden )

BACK TO BASICS: ASPHALT BINDER Wisconsin Asphalt Pavement Association 2017 Annual Meeting

Mechanical Behaviour of Materials Chapter 10 Fracture morpholgy

Chapter Outline: Failure

MECHANICAL PROPERTIES

Properties of Dental Materials

11/2/2018 7:58 PM. Chapter 6. Mechanical Properties of Metals. Mohammad Suliman Abuhaiba, Ph.D., PE

Figure 1 : Specimen in the TSRST test device (left) and principle of the TSRST (right) [3].

3. Mechanical Properties of Materials

Dr. M. Medraj Mech. Eng. Dept. - Concordia University Mech 421/6511 lecture 14/2

NPL Manual. Modelling Creep in Toughened Epoxy Adhesives

ENGINEERING MATERIAL 100

Introduction to polymers

Chapter 8: Mechanical Failure

QWC spelling of technical terms must be correct and the answer must be organised in a logical sequence

C. PROCEDURE APPLICATION (FITNET)

Basic quantities of earthquake engineering. Strength Stiffness - Ductility

different levels, also called repeated, alternating, or fluctuating stresses.

MSE 3143 Ceramic Materials

Heat Treatment of Steel Lab Report. Justin Lance 11/16/2011 Engineering 45 Lab Section 3 Troy Topping

Subject Index. STP 1207-EB/Dec. 1994

ME -215 ENGINEERING MATERIALS AND PROCESES

Transcription:

MECHANICAL PROPERTIES Dynamic S.C. BAYNE, 1 J.Y. Thompson 2 1 University of Michigan School of Dentistry, Ann Arbor, MI 48109-1078 sbayne@umich.edu 2 Nova Southeastern College of Dental Medicine, Ft. Lauderdale, FL 33328-2018 jeffthom@nova.edu Some interesting new things emerge when we look closely at dynamic mechanical properties. 1

INTRODUCTION Statistical explanation for elastic and plastic deformation E Average Energy Barrier Local Energy Barrier Reaction Coordinate In the example shown here, [CLICK] the black atom is trying to diffuse to a new location. [CLICK] There ss an energy barrier for that change. On average, that energy barrier might be high [CLICK], but locally the energy barrier may fluctuate, and the barrier may briefly be low -- and the change may actually occur. [CLICK] When mechanical properties were originally introduced, we stated that the first response of strain to stress was elastic only. However, very, very small amounts of plastic strain actually are possible below the elastic limit, for the statistical reasons just explained. These plastic strains are so small that they can effectively be ignored for loading and unloading for a limited number of cycles of stress. However, if you wait around for long times (TIME) or increase the available thermal energy (TEMPERATURE) then you will encounter measureable amounts of plastic deformation below the elastic limit. The following sequence demonstrates the effects of small amounts of plastic strain events in terms of (1) strain-rate sensitivity, (2) creep and stress relaxation, (3) fatigue, and (4) different temperatures. 2

STRAIN RATE SENSITIVITY Loading Rate Effects At slower strain rates, there is a statistical probability that local changes will permit small amounts of plastic deformation to occur. Strain Rate = strain / time = (ΔL/L 0 ) / (Δt) = ε ( a dot over the epsilon symbol) FAST Strain rate SLOW Strain rate When stress is applied to a material, it can be applied at different speeds (i.e., different rates). You can push or pull quickly -- or slowly. [CLICK] If you push very quickly, there is little chance for small amounts of plastic deformation to occur. If you push slowly, however, small amounts of plastic deformation have a much great chance of showing up. Imagine pushing over many minutes, or hours, or days, or even years. [CLICK] Because the strain changes in response to the stressing rate, we say materials are strainrate sensitive. We indicate the fact that time is involved or that we mean rate -- by putting a dot over the symbol for strain. [CLICK] On the left is an example of 4 different stress-strain curves for a metal being stressed at 4 different strain rates. [CLICK] Fast stressing produces curves with steeper slopes, higher elastic limits, and more brittle behavior. [CLICK] Slower stressing has the opposite effects. [CLICK] On the right is an example for a polymer. Generally, ceramics are the least strainrate sensitive and polymers are the most strain-rate sensitive. Note that the units for strain rate are reciprocal seconds (i.e., strain/sec). 3

SNICKER S S BAR Taking advantage of strain-rate sensitivity. FAST Strain Rate Dividing a Candy Bar SLOW Strain Rate Brittle failure with almost no plastic deformation. Ductile failure -- with extensive plastic deformation. Now let s examine a very simple but dramatic example of strain rate sensitivity in action. You need a SNICKERS BAR to do this for yourself. It works better with a bigger piece of candy. You are going to break the bar into 2 pieces, first at a slow rate, and then at a fast rate. [CLICK] Slowly bend and tear the bar to create 2 pieces, and you will immediately note that it undergoes considerable plastic deformation. Now, start with a new piece of candy, and this time, quickly break it into 2 pieces. The easiest way to do this is to position it half way off of the edge of a table, Hold the table side with one hand, and karate chop the other piece to cause the break. [CLICK] It should produce a nice clean brittle fracture. Your reward for a successful experiment is to eat the candy bar. Another example of the same thing is silly putty. At slow strain rates it behaves like moldable clay. If you deform it slowly by rolling it in your hand, you can easily create a ball. Now throw it at the wall. When it encounters the wall, it will be strained at a very high rate and behave totally elastically, bouncing off of the wall. A dental example of taking advantage of this property is the removal of an impression from a patients mouth. You care trying to capture the details and dimensions of the hard and soft tissues of a dental arch. The material is rubbery and elastic. If you remove it slowly, it will be more likely to undergo some plastic deformation in heavily undercut areas. If you remove it with a snap, the fast rate, guarantees that the material will behave totally elastically. 4

SLOW LOADING EFFECTS Stress relaxation and creep STRESS RELAXATION σ-ε ε-t σ-t CREEP σ-ε σ-t ε-t Both elastic and plastic strain demonstrate time-dependent responses. Recovery from elastic strain may not always occur quickly. In complex materials, the microstructure it may require time to move molecules back to their original positions. For elastic strain this is called anelastic or viscoelastic behavior. For plastic deformation, time dependent responses are observed as stress relaxation and/or creep. These two events are extremes on a spectrum of responses. Each will be explained separately, but quite often components of both are occurring. For each situation, we will examine the stress-strain curve, strain or stress versus time, and then stress or strain versus time. STRESS RELAXATION: Consider the example shown of a cylinder being clamped and placed under fixed strain. [CLICK] Graphing the strain versus time, you can see that it is constant. [CLICK] It starts out behaving as though the strain is elastic, yet slowly events occur that allow some plastic deformation by converting elastic strain into plastic behavior and that concomitantly reduces the actual stress. In the end, the original stress values decay to zero. All the original elastic strain will have been converted into plastic strain. Remember when you were waxing up teeth in your dental anatomy class? [CLICK] If you cooled the wax too quickly, you created built-in stresses. Over time, the elastic strain of the built-in stress was converted into plastic strain deforming the wax pattern. To avoid this event, remember that anything you have waxed needs to be used as quickly as possible. CREEP: [CLICK] Now envision the same cylinder under a constant weight (i.e., constant stress). [CLICK] This creates an elastic strain. [CLICK] Over time, components of the elastic strain are converted into plastic strain. Since the weight remains in place, it continues to re-establish the original elastic strain level. Over time, more and more plastic strain is added to the original elastic strain. The material creeps. As plastic deformation increases the cross-sectional area, it reduces the stress caused by the weight and the process slows down. Consider the example of an old window pane in a 200 year-old farm house. [CLICK] The weight of the top of the pane on the bottom, produces a constant elastic strain. Over many years, the glass slowly flows and the pane becomes larger at the bottom than the top also causing ripples to appear in the glass. While glass is normally considered very brittle, it is capable of slow flow over many years. Because it is often difficult to dissect out the exact events, we will refer to the combination of processes simply as stressrelaxation and creep. 5

FATIGUE Time dependent response to cyclic loading. Artificial Heart: (72 beats/min)(60 min/hr) (24 hr/day) (365 days/yr) (10 yrs/lifetime) = 378 million beats Ceramic Bridge: (2500 flexes/day) (365 days/yr) (10 yr/service life) = 9,125,000 flexures Amalgam Restoration: (2500 impacts/day) (365 days/yr) (20 yrs/service life) = ~20 million impacts Another way that small amounts of plastic strain can accumulate into meaningful quantities is through continual stress cycling. Imagine continually cycling stress on-and-off of a restoration. [CLICK] Even though the plastic strain is extremely small for one cycle, you get lots of total strain after one million cycles. With continual additions of plastic deformation, the material ultimately fails well below the predicted stress for a single cycle. [CLICK] You can keep track of the failure stress and number of cycles with a FATIGUE CURVE or S/N (i.e., Stress vs Log of Number of Cycles) curve as shown on the right. Because the number of cycles is large, the graph is usually plotted versus the log of the number of cycles. For most materials the fatigue curve is shaped like the one shown to the right and with an asymptotic approach to a lower limit value -- below which no failure occurs. This is called the ENDURANCE LIMIT. [CLICK] Ideally, one would like to choose a material so that the level of stress in service is below the endurance limit. Then the material will never fail. Every combination of stress and number of cycles below the curve represents success. Now let s look at a couple of practical situations [CLICK] and see how many cycles might be important. [CLICK] First, consider an artificial heart that you want to succeed for a minimum of 10 years. How many beats (or cycles of stress) must it sustain? 378 million! [CLICK] Second, how many flexures must a ceramic bridge endure in 10 years? ~10 million! [CLICK] Third, how many impacts an amalgam restoration must survive in 20 years? ~20 million. As you can see, knowing something about fatigue is very important. It is difficult to collect all of this information experimentally, so often we make estimates of what the curve might look like. A first approximation is that the endurance limit is about 10-20% of the failure stress. If you choose the material so that stresses only occur below the endurance limit, then the material will survive forever. 6

TEMPERATURE Effects on the stress-strain curve. Increasing temperature Just as we observed that the stress-strain curve shifted in response to strain rates, a similar thing happens with temperature. We normally assume that the temperature of interest is room temperature (25 C) or body temperature (37 C). Materials are less strong as the temperature increases, [CLICK] and more strong as it decreases, although they may become more brittle at the same time. The curves shown above are representative of polymers. [CLICK] The exact relationship of any specific part of the stress-strain curve will not necessarily show a linear response to changing TEMPERATURE (T) but does follow the trend we just talked about. Above is the change in elastic modulus with temperature. 7

SUMMARY DIAGRAM Connecting STRESS-STRAIN-TIME (or TEMPERATURE) Events Finally, it is theoretically possible to pull together all of this information into a single diagram. If you find this confusing, just ignore this explanation. Imagine a 3D graph of STRESS-vs-STRAIN-vs-LOG-of-TIME. Instead of a line, there is a surface containing all the relevant information. [CLICK] Depending on how you cut through it, [CLICK] you get stress-strain, stress-relaxation, or creep curves. Temperature and time are related to each other in their effects. Knowing the TIME-TEMPERATURE-TRANSFORMATION relationship, allows you to include temperature as well. 8

QUICK REVIEW Review of time and temperature dependent events. What 2 major things allow unexpected plastic deformation to occur at low levels of stress? LONG TIMES (Δt) and INCREASED THERMAL ENERGY (ΔT) What is the term for different stress-strain behaviors at different loading rates? STRAIN RATE SENSITIVITY What 2 events describe time-dependent plastic deformation? STRESS RELAXATION, CREEP What are 2 names for the curve plotting failure stress vs log of the number of cycles? FATIGUE CURVE, S/N CURVE What does increasing the temperature do to the stressstrain curve? It decreases the modulus and elastic limit, while increasing the amount of plastic deformation. Here is a quick review of the concepts from this module. [CLICK] (1) What 2 major things allow unexpected plastic deformation to occur at low levels of stress? [CLICK] [CLICK] (2) What is the term for different stress-strain behaviors at different loading rates? [CLICK] [CLICK] (3) What 2 events describe time-dependent plastic deformation? [CLICK] [CLICK] (4) What are 2 names for the curve which graphs failure stress versus log of number of cycles? [CLICK] [CLICK] (5) What does increasing the temperature do to the stress-strain curve? [CLICK] 9

THANK YOU THANK YOU. 10