Chapter 12 Lecture 22: Static Equilibrium and Elasticity: II.

Slides:



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

Elasticity.
PH0101 UNIT 1 LECTURE 1 Elasticity and Plasticity Stress and Strain
Chapter 13 - Elasticity A PowerPoint Presentation by
Material testing Lesson 2.
Elasticity by Ibrhim AlMohimeed
Particle movement in matter What happens when a particle moves in another matter?
LECTURER 2 Engineering and True Stress-Strain Diagrams
Normal Strain and Stress
Distribution of Microcracks in Rocks Uniform As in igneous rocks where microcrack density is not related to local structures but rather to a pervasive.
Equilibrium and Elasticity Equilibrium Center of gravity Static Equilibrium Indeterminate Structures Elasticity Tension, Compression and Shearing pps by.
Deformation of Solids Stress is proportional to Strain stress = elastic modulus * strain The SI unit for stress is the Newton per meter squared (N/m 2.
Static Equilibrium and Elasticity
Chapter 11 Equilibrium and Elasticity. Equilibrium.
Static Equilibrium And Elasticity (Keseimbangan Statik dan Kekenyalan)
Static Equilibrium and Elasticity
Copyright © 2009 Pearson Education, Inc. Chapter 12 Elasticity.
PH 201 Dr. Cecilia Vogel Lecture 21. WELCOME  PHYS 202  Dr. Cecilia J. Vogel  MWF lecture, Tue discussion, weekly lab OUTLINE  Course information.
Chapter 12: Equilibrium and Elasticity  Conditions Under Which a Rigid Object is in Equilibrium  Problem-Solving Strategy  Elasticity.
Beams: Pure Bending ( ) MAE 314 – Solid Mechanics Yun Jing Beams: Pure Bending.
Chapter 12 Equilibrium and Elasticity Key contents Conditions for mechanical equilibrium Indeterminate structure Stress, strain, modulus of elasticity.
Structure Strength Lecturer: Professor Stephen T. Thornton.
Chapter 9 Solids and Fluids. Solids Has definite volume Has definite volume Has definite shape Has definite shape Molecules are held in specific locations.
Objectives  Understand how elasticity is related to Hooke’s Law for springs.  Know that the change in length of an object is proportional to the force.
Mechanical Properties of Metals
Strength of Material Shear Strain Dr. Attaullah Shah.
Mechanics of Materials(ME-294)
Mechanics of Materials Goal:Load Deformation Factors that affect deformation of a structure P PPP Stress: intensity of internal force.
Elasticity and Strength of Materials
Chapter 9 Static Equilibrium; Elasticity and Fracture
Strong forces are needed to stretch a solid object. The force needed depends on several factors.
PHYSICS PROJECT WORK FOR ANNUAL EXAM
FYI: All three types of stress are measured in newtons / meter2 but all have different effects on solids. Materials Solids are often placed under stress.
 Solids are often placed under stress - for example, a weight is hung from a steel cable, or a steel column supports the weight of a building or a floor.
Stress and Strain Unit 8, Presentation 1. States of Matter  Solid  Liquid  Gas  Plasma.
Equilibrium and Elasticity
Physics Notes Ch 9 Statics Statics – The study of forces in equilibrium. The net force and the net torque on an object (or on a system) are zero. The.
Examples of Rigid Objects in Static Equilibrium.
Stress and Strain  Tensile Stress- the ratio of the magnitude of the applied force F to the cross-sectional area A: Mathematically, Stress= Force/Area=F/A.
Statics Activities. Stress  Force per unit area (  ) Typical engineering units – psi (lb f /in 2 ) – N/m 2 Stress = Force/Area – Applied by external.
ELASTICITY. Elasticity  Elasticity is a branch of Solid mechanics that deals with the elastic behavior of solids. It is the property of material of a.
Strengths Chapter 10 Strains. 1-1 Intro Structural materials deform under the action of forces Three kinds of deformation Increase in length called an.
ELASTIC PROPERTIES OF MATERIALS
Wednesday, Nov. 12, 2003PHYS , Fall 2003 Dr. Jaehoon Yu 1 PHYS 1443 – Section 003 Lecture #19 Wednesday, Nov. 12, 2003 Dr. Jaehoon Yu 1.Conditions.
Chapter 12: Equilibrium and Elasticity
STRUCTURES Outcome 3 Gary Plimer 2008 MUSSELBURGH GRAMMAR SCHOOL.
Thursday, Nov. 6, 2014PHYS , Fall 2014 Dr. Jaehoon Yu 1 PHYS 1443 – Section 004 Lecture #21 Thursday, Nov. 6, 2014 Dr. Jaehoon Yu Elastic Properties.
Mechanical Properties of Materials
Materials PHYA2. MATERIALS DENSITY, SPRINGS, STRESS AND STRAIN Topics 11, pp.162–173.
Chapter 12 Static Equilibrium and Elasticity. Static Equilibrium Equilibrium implies that the object moves with both constant velocity and constant angular.
Chapter 12 Static Equilibrium and Elasticity. Introduction Equilibrium- a condition where an object is at rest OR its center of mass moves with a constant.
Copyright © 2009 Pearson Education, Inc. An object with forces acting on it, but with zero net force, is said to be in equilibrium. The Conditions for.
Static Equilibrium and Elasticity
Elasticity I Ali K. Abdel-Fattah. Elasticity In physics, elasticity is a physical property of materials which return to their original shape after they.
Equilibrium and Elasticity
Mechanical Properties of Materials
Chapter 11 Outline Equilibrium and Elasticity
Monday, Nov. 18, 2002PHYS , Fall 2002 Dr. Jaehoon Yu 1 PHYS 1443 – Section 003 Lecture #18 Monday, Nov. 18, 2002 Dr. Jaehoon Yu 1.Elastic Properties.
ENGR 107 – Introduction to Engineering Static Equilibrium, and Stress and Strain (Lecture #8)
Spring 2002 Lecture #17 Dr. Jaehoon Yu 1.Conditions for Equilibrium 2.Center of Gravity 3.Elastic Properties of Solids Young’s Modulus Shear Modulus.
Advanced Physics Chapter 9—Bodies in Equilibrium.
Group 2 presentation Q : stress and strain curve presentation.
Elasticity Yashwantarao Chavan Institute of Science Satara Physics
Materials Science Chapter 8 Deformation and Fracture.
Mechanical Properties of Solids
Stress – Strain Relationships Credit: Modified from:
Elasticity Yasser Assran 27/10/2015.
Physical Properties of Rocks
12.1 Static equilibrium Static equilibrium: No net torque, no net force and no motion. Static equilibrium 12.2 Sample problem: a witch and a duck balance.
Figure 12.1  A single force F acts on a rigid object at the point P.
Presentation transcript:

Chapter 12 Lecture 22: Static Equilibrium and Elasticity: II

Elasticity So far we have assumed that objects remain rigid when external forces act on them Except springs Actually, objects are deformable It is possible to change the size and/or shape of the object by applying external forces Internal forces resist the deformation

Definitions Associated With Deformation Stress Is proportional to the force causing the deformation It is the external force acting on the object per unit area Strain Is the result of a stress Is a measure of the degree of deformation

Elastic Modulus The elastic modulus is the constant of proportionality between the stress and the strain For sufficiently small stresses, the stress is directly proportional to the stress It depends on the material being deformed It also depends on the nature of the deformation

Elastic Modulus, cont The elastic modulus, in general, relates what is done to a solid object to how that object responds Various types of deformation have unique elastic moduli

Three Types of Moduli Young’s Modulus Measures the resistance of a solid to a change in its length Shear Modulus Measures the resistance of motion of the planes within a solid parallel to each other Bulk Modulus Measures the resistance of solids or liquids to changes in their volume

12.7: Elasticity A stress is defined as deforming force per unit area, which produces a strain, or unit deformation. Stress and strain are proportional to each other. The constant of proportionality is called a modulus of elasticity.

Young’s Modulus The bar is stretched by an amount  L under the action of the force F See the active figure for variations in values The tensile stress is the ratio of the magnitude of the external force to the cross-sectional area A

Young’s Modulus, cont The tension strain is the ratio of the change in length to the original length Young’s modulus, Y, is the ratio of those two ratios: Units are N / m 2

Stress vs. Strain Curve Experiments show that for certain stresses, the stress is directly proportional to the strain This is the elastic behavior part of the curve

Stress vs. Strain Curve, cont The elastic limit is the maximum stress that can be applied to the substance before it becomes permanently deformed When the stress exceeds the elastic limit, the substance will be permanently deformed The curve is no longer a straight line With additional stress, the material ultimately breaks

Shear Modulus Another type of deformation occurs when a force acts parallel to one of its faces while the opposite face is held fixed by another force See the active figure to vary the values This is called a shear stress

Shear Modulus, cont For small deformations, no change in volume occurs with this deformation A good first approximation The shear stress is F / A F is the tangential force A is the area of the face being sheared The shear strain is  x / h  x is the horizontal distance the sheared face moves h is the height of the object

Shear Modulus, final The shear modulus is the ratio of the shear stress to the shear strain Units are N / m 2

Bulk Modulus Another type of deformation occurs when a force of uniform magnitude is applied perpendicularly over the entire surface of the object See the active figure to vary the values The object will undergo a change in volume, but not in shape

Bulk Modulus, cont The volume stress is defined as the ratio of the magnitude of the total force, F, exerted on the surface to the area, A, of the surface This is also called the pressure The volume strain is the ratio of the change in volume to the original volume

Bulk Modulus, final The bulk modulus is the ratio of the volume stress to the volume strain The negative indicates that an increase in pressure will result in a decrease in volume

Compressibility The compressibility is the inverse of the bulk modulus It may be used instead of the bulk modulus

Moduli and Types of Materials Both solids and liquids have a bulk modulus Liquids cannot sustain a shearing stress or a tensile stress If a shearing force or a tensile force is applied to a liquid, the liquid will flow in response

Moduli Values

Example, wobbly table We take the table plus steel cylinder as our system. The situation is like that in the figure. If the tabletop remains level, the legs must be compressed in the following ways: Each of the short legs must be compressed by the same amount (call it  L 3 ) and thus by the same force of magnitude F 3.The single long leg must be compressed by a larger amount  L 4 and thus by a force with a larger magnitude F 4.

Prestressed Concrete If the stress on a solid object exceeds a certain value, the object fractures The slab can be strengthened by the use of steel rods for reinforcement The concrete is stronger under compression than under tension A significant increase in shear strength is achieved if the reinforced concrete is prestressed As the concrete is being poured, the steel rods are held under tension by external forces These external forces are released after the concrete cures This results in a permanent tension in the steel and hence a compressive stress on the concrete This permits the concrete to support a much heavier load