Group 2 presentation Q : stress and strain curve presentation.

Slides:



Advertisements
Similar presentations
2E4: SOLIDS & STRUCTURES Lecture 9
Advertisements

LECTURER5 Fracture Brittle Fracture Ductile Fracture Fatigue Fracture
Material testing Lesson 2.
MECHANICAL PROPERTIES
Mechanical properties of dental material
Elasticity by Ibrhim AlMohimeed
Solid Materials.
Chapter 11 Mechanical Properties of Materials
LECTURER 2 Engineering and True Stress-Strain Diagrams
Normal Strain and Stress
Chapter 3 Mechanical Properties of Materials
The various engineering and true stress-strain properties obtainable from a tension test are summarized by the categorized listing of Table 1.1. Note that.
SAFE 605: Application of Safety Engineering Principles Strength of Materials.
Forging new generations of engineers. Tensile Test Report Graphical Analysis and Computational Results of Collected Data.
EXPERIMENT # 3 Instructor: M.Yaqub
CTC / MTC 222 Strength of Materials
Tensile Test The most common static test is the uniaxial tensile test, which provides information about a variety of properties. As a load is applied to.
Mechanical Properties of
Lecture 26: Mechanical Properties I: Metals & Ceramics
ENGR 225 Section
Mechanical Properties of Metals
1.3.4 Behaviour of Springs and Materials
MECHANICAL PROPERTIES OF DENTAL MATERIALS
CHAPTER OBJECTIVES Show relationship of stress and strain using experimental methods to determine stress-strain diagram of a specific material Discuss.
Elasticity and Strength of Materials
Mechanical Properties
Objectives Students will be able to label a stress-strain diagram correctly indicating. Ultimate stress, yield stress and proportional limit. Students.
CHE 333 Class 11 Mechanical Behavior of Materials.
Class #1.2 Civil Engineering Materials – CIVE 2110
Unit V Lecturer11 LECTURE-I  Introduction  Some important definitions  Stress-strain relation for different engineering materials.
STRUCTURES Outcome 3 Gary Plimer 2008 MUSSELBURGH GRAMMAR SCHOOL.
Mechanical Properties of Materials
Materials PHYA2. MATERIALS DENSITY, SPRINGS, STRESS AND STRAIN Topics 11, pp.162–173.
Manufacturing Processes
1 Class #2.1 Civil Engineering Materials – CIVE 2110 Strength of Materials Mechanical Properties of Ductile Materials Fall 2010 Dr. Gupta Dr. Pickett.
Mechanical Behavior, Testing and Manufacturing Properties of Materials
Chapter 2 Properties of Metals.
Mechanical Properties of Materials
1.To understand the keywords associated with the deformation of different types of solids 2.To be able to calculate stress, strain and hence Young’s modulus.
Describe each section of the graph below.. Spring follows Hooke’s law; it has elastic behaviour. Elastic limit is reached, it is permanently deformed.
1.To understand the keywords associated with the deformation of different types of solids 2.To be able to calculate stress, strain and hence Young’s modulus.
Unit 1 Key Facts- Materials Hooke’s Law Force extension graph Elastic energy Young’s Modulus Properties of materials.
ENGINEERING MATERIALS Haseeb Ullah Khan Jatoi Department of Chemical Engineering UET Lahore.
Haseeb Ullah Khan Jatoi Department of Chemical Engineering UET Lahore.
STRUCTURES Young’s Modulus. Tests There are 4 tests that you can do to a material There are 4 tests that you can do to a material 1 tensile This is where.
SIMPLE STRESS & STRAIN ► EN NO GUIDED BY EN NO PROF. V.R.SHARMA GEC PALANPUR APPLIED MECHANICS DEPARTMENT.
Chapter 12 Lecture 22: Static Equilibrium and Elasticity: II.
Molecular Explanation of Hooke’s Law
PROPERTIES OF MATERIALS ENF 150 Chapter 10: Properties of Materials.
The various engineering and true stress-strain properties obtainable from a tension test are summarized by the categorized listing of Table 1.1. Note that.
Material Testing under Tension
CHAPTER OBJECTIVES Show relationship of stress and strain using experimental methods to determine stress-strain diagram of a specific material Discuss.
Mechanical Properties
Introduction We select materials for many components and applications by matching the properties of the material to the service condition required of the.
Dr. Omar S.M.J.Ali PhD Orthodontic
MECHANICAL PROPERTIES OF MATERIALS
Chapter 3 Mechanical Properties of Materials
Poisons Ratio Poisons ratio = . w0 w Usually poisons ratio ranges from
Experiment #1 Tension Test
Forging new generations of engineers
Material Testing.
Physical Properties of Rocks
LECTURE-I Introduction Some important definitions
Mechanical Properties: 1
Elastic & Plastic behavior of Materials….(Contd)
Elastic & Plastic behavior of Materials
E =
Simple Stresses & Strain
Mechanical Properties Of Metals - I
Mechanical Properties
Presentation transcript:

Group 2 presentation Q : stress and strain curve presentation

2 Forces and stress Force and stress: a.Compressive: crushing biting forces b.Tensile: biting force stretches a material c.Shear: e.g. an incisor used for cutting ca b

Stress is the force with which a structure resists an external load placed on it. It is the internal reaction to an externally applied load and is equal in magnitude but opposite in direction to the external load; although technically the internal force, this is difficult to measure and so the accepted way of measuring stress is to measure the external load applied to the cross sectional area; measured in force per area units such as kg/cm2, MPa (MN/m2), or psi; is represented by the Greek letter, sigma.

Formula Stress = Force/Area Remember: there are three types of pure force or load, there are three types of pure stress: compressive, tensile, and shear.

STRAIN is the change in length per unit length that a material undergoes when a force is applied to it; it is dimensionless because it has length per length units of measurement; is often expressed as a percentage; is represented by the Greek letter, epsilon.

Strain = Change in Length/Original Length Strain can either be elastic or plastic. Elastic strain is strain that totally disappears once the external load that caused it is removed. Elastic strain is based upon the fact that a net force of zero exists between two atoms when they are at equilibrium.

If a compressive or tensile force is exerted on the atoms, an opposite force will attempt to move them back to their equilibrium position. When the applied force is released, the atoms return to their original position; therefore, the material is not permanently deformed. Plastic strain is strain that permanently remains once the external load that caused it is removed. It occurs when the force applied to the atoms moves them so far from their equilibrium position that they do not return to it once the force is removed.

Stress –strain curves Stress-strain curves are a convenient way to compare materials mechanical properties whether in compression, tension or shear, especially when strain is independent of the length of time the load is applied

Curve

Interpretation the straight part of the line represents the region of elastic deformation the curved part of the line represents the region of elastic and plastic deformation the slope of the straight part of the line represents modulus of elasticity the length of the curved part of the line represents ductility the area under the straight part of the line represents resilience the area under the entire line represents toughness

MODULUS OF ELASTICITY (ELASTIC MODULUS, YOUNG'S MODULUS) is a measure of the relative stiffness or rigidity of a material. The unit values are those of force per area because Modulus of Elasticity = Stress/Strain Note, however, that this only applies to the elastic portion of the stress-strain diagram. On the stress-strain diagram, the modulus is indicated by the slope of the linear part of the line. line

Cnt Therefore, a material with a steep line will have a higher modulus and be more rigid than a material with a flatter line. Modulus is a reflection of the strength of the interatomic or intermolecular bonds. It is unrelated to strength and to proportional limit and is unaffected by age hardening heat treatment and by cold working.

PROPORTIONAL LIMIT is the amount of stress required to produce permanent deformation of a material; can alternatively be defined as the limit of proportionality of stress to strain; is represented on the stress-strain diagram as the point where the plotting converts from a straight line to a curve. Below the proportional limit, stress is proportional to strain. Stress below the proportional limit cause elastic (non-permanent) deformation and those above it cause elastic and plastic (permanent) deformation. A high proportional limit is desirable for a restorative materiamaterial.

ELASTIC LIMIT is the maximum amount of stress that a structure can withstand and still return to its pre-stressed dimensions; it is, for all practical purposes, the same as the proportional limit.limit

YIELD POINT is the point of first marked deviation from proportionality of stress to strain on the stress-strain diagram; it indicates that the structure is undergoing a pronounced degree of deformation with little additionally applied stress. stress

YIELD STRENGTH is the amount of stress required to produce a predetermined amount of permanent strain (usually 0.1% or 0.2% which is called the percent offset). Although many feel it is equivalent to proportional limit, it is a useful property because it is easier to measure than the proportional limit.proportional limit

Cnt This is because you are already a certain way out on the stress-strain curve and are not attempting to measure the exact point where proportionality of stress to strain ends. It is measured using the stress-strain diagram by locating the point 0.1% or 0.2% out on the strain axis and drawing a line up to the curve which is parallel to the linefound in the elastic region.

ULTIMATE STRENGTH is the maximum amount of stress that a material can withstand without undergoing fracture or rupture. It can be applied to compressive, tensile, or shear stresses (i.e., compressive strength is the maximum amount of stress that a material can withstand without undergoing fracture or rupture in compression). compression)

FRACTURE STRENGTH is the amount of stress required to produce fracture or rupture.rupture

DUCTILITY is the ability of a material to undergo permanent tensile deformation without fracture or rupture, or the degree to which you can permanently deform a structure using a tensile force without it undergoing fracture or rupture.

MALLEABILITY is the ability of a material to undergo permanent compressive deformation without fracture or rupture or the degree to which you can permanently deform a structure using a compressive force without it undergoing fracture or rupture.

BRITTLENESS is the material behavior where a material undergoes fracture or rupture with little or no prior permanent deformation. Materials that are brittle usually have a very ordered atomic structure which does not permit the easy movement of dislocations.

Cnt A good example is the class of materials known as ceramics. Their ordered atomic structure does not permit easy dislocation movement, and hence, they are brittle.

Resilience and toughness

RESILIENCE is the resistance of a material to permanent deformation under sudden impact; may also be defined as the amount of energy absorbed by a material when it is stressed to a point just shy of its proportional limit.imit

A high modulus of resilience is desirable in a restorative dental material. For orthodontic wires, it means that they are capable of storing energy which may then be delivered over an extended period of time.

TOUGHNESS is the resistance of a material to fracture under sudden impact or the amount of energy absorbed by a material when it is stressed to a point just shy of its fracture point.point

Fatigue properties Materials are subjected to intermittent stress over long period of time, stress is small, but over time, failure may occur by a fatigue process. This involves the formation of microcracks, resulting from stress concentration at a surface fault, so crack propagates until fracture occurs. Final fracture occurs at a low stress level.

29 Fatigue is studied in 2 ways: 1.Fatigue life: application of stress cycles at a certain amount and frequency and observe number of cycles needed to cause failure. 2.Fatigue limit: select a number of cycles (e.g ) and determine the value of the cyclic stress which is required to cause fracture within this number of cycles.

30 Strain-time curves are sometimes used when strain depends on the time the load is maintained (e.g. alginate, rubber impression material)