Deformation of Single Crystals
|
|
- Avice Rice
- 7 years ago
- Views:
Transcription
1 Deformation of Single Crystals When a single crystal is deformed under a tensile stress, it is observed that plastic deformation occurs by slip on well defined parallel crystal planes. Sections of the crystal slide relative to one another, changing the geometry of the sample as shown in the diagram. Slip always occurs on a particular set of crystallographic planes, known as slip planes. Slip always takes place along a consistent set of directions within these planes these are called slip directions. The combination of slip plane and slip direction together makes up a slip system.
2 Slip systems are usually specified using the Miller index notation. For example, cubic close packed metals slip on 1 1 { 111} The slip direction must lie in the slip plane. Slip occurs by dislocation motion. To move dislocations, a certain stress must be applied to overcome the resistance to dislocation motion. Slip occurs when the shear stress acting in the slip direction on the slip plane reaches some critical value. This critical shear stress is related to the stress required to move dislocations across the slip plane.
3 The tensile yield stress of a material is the applied stress required to start plastic deformation of the material under a tensile load. We want to relate the tensile stress applied to a sample to the shear stress that acts along the slip direction. R resolved _ force _ acting _ on _ slip _ plane area _ of _ slip _ plane F A λ φ F A φ λ σ φ λ It is found that the value of τ R at which slip occurs in a given material with specified dislocation density and purity is a constant, known as the critical resolved shear stress τ C. This is Schmid's Law. The quantity CosφCosλ is known as the Schmid Factor (M) The tensile stress at which the material start to slip is the yield strength. τ C σ Y φ λ
4 In a given crystal, there may be many available slip systems. As the tensile load is increased, the resolved shear stress on each system increases until eventually τ C is reached on one system. The crystal begins to plastically deform by slip on this system, known as the primary slip system. The stress required to cause slip on the primary slip system is the yield stress of the single crystal. As the load is increased further, τ C may be reached on other slip systems; these then begin to operate. From Schmid's Law, it is apparent that the primary slip system will be the system with the greatest Schmid factor (M). τ σ C Y M
5 Basic Considerations Basic Considerations Experimental technique Uniaxial Tension or Compression Experimental measurements showed that At RT the major source for plastic deformation is the dislocation motion through the crystal lattice. Dislocation motions occurs on fixed crystal planes ( slip planes ) in fixed crystallographic directions (corresponding to the Burgers vector of the dislocation that carries the slip) The crystal structure of metals is not altered by the plastic flow Volume changes during plastic flow are negligible
6 Schmid s Law Initial yield stress varies from sample to sample depending on, among several factors, the position of the crystal lattice relative to the loading axis. It is the shear stress resolved along the slip direction on the slip plane that initiates plastic deformation. Yield will begin on a slip system when the shear stress on this system first reaches a critical value (critical resolved shear stress, crss), independent of the tensile stress or any other normal stress on the lattice plane. E. Schmid & W. Boas (195), Plasticity of Crystals, Hughes & Co., London.
7 Resolved Shear Stress τ s σ n σ φ λ σ c τ c φ λ Soft orientation, with slip plane at 45 to tensile axis Hard orientation, with slip plane at ~9 to tensile axis
8 Slip in single crystals Critical resolved shear stress (τ crss ): minimum shear stress required to initiate slip. This is when yielding begins (i.e. yield strength) Condition for dislocation motion: τ R > τ crss σ τ crss (φ λ Crystal orientation can make it easy or difficult to move dislocations. y ) max a) σ σ b) c) σ τ R λ9 τ R σ/ λ45 φ45 τ R φ9 What happens in cases a and c (w.r.t. plastic deformation)?
9 Example A tensile stress of 5kPa is applied parallel to the [43] direction in a cubic crystal. Find the shear stresses, τ, on the (11 1) plane in the [11] direction. Solution Find the Schmidt s factor for the slip system Cosφ [43] [111] Cosλ [43] [11] M Cosφ Cosλ.35 τ Mσ.35 5kPa 1.76kPa
10 The relationship between the applied stress [σ applied ] and the shear stress τ is simply an example of a tensor rotation. For a tensile stress: Employing the Euler rotation transformation τ τ a 13 a 33 σ tensile sin Φsinφ Φσ Because a 13 is the ine of the angle between x and z, we can now set λ θ Φ sin Φsinφ [ a] [ φ Φφ ] 1 tensile σ σ ' σ x τ 1 σ σ y1 tensile τ σ z1 τ σ θ λ After Mechanical Behavior of Materials by K. Bowman
11 The relationship of the Schmid factor to the axial strain and the shear strain is given by: λ θ γ ε Where ε is the strain along the direction of the applied stress and γ is the glide strain. The strains for an specific slip system can be expressed by SD[uvw] and SPN(hkl) l w l v k w h w l u l v k w k v k u h v h w l u k u h v h u ij γ ε Where γ is the magnitude of the simple shear in the slip system.
12 Example A cubic crystal is subjected to a stress state σ x 15kPa, σ y σ z 7.5kPa, τ yz τ zx τ xy, where x[1], y[1] and z[1]. What is the shear stress on the ( 1 11)[11] slip system? 15 kpa 7.5 φ 9 1 Φ 45 φ 54.7
13 [ ] [ ] ] ][ ][ [ ] ][ ][ [ T T a a a a σ σ σ σ [ ] + + Φ Φ Φ Φ Φ + Φ Φ Φ + Φ sin sin 54.7 sin sin sin sin ] [ sin 9 45sin sin sin sin sin sin sin sin sin sin sin sin 45sin ] [ sin sin sin sin sin sin sin sin sin sin sin sin sin sin a a a φ φ φ φ φ φ φ φ φ φ φ φ φ φ φ φ φ φ φ φ The shear stress in the slip direction is in the x1 plane and z1 direction 3.6kPa [ ] [ ] T a T a T '
14 Example: An FCC Cu is subjected to a uniaxial load along the [11] direction. What is most likely initial slip system? If CRSS is 5 MPa, what is the tensile stress at which Cu will start to deform plastically? Slip Plane, n Slip Dir., s (111) [ 1 1] [ 1 1] [ 1 1] ( 1 11) [ 1 1] [11] [11 ] (1 1 1) [11] [ 1 1] [11 ] (11 1 ) [11] [11] [ 1 1] φ n λ s n s + /3 3 /6 3 /6 /3 3 /6 3 / 3 /3 /3 3 / 3 /6 3 /3 3 / 3 / M σ φ λ (MPa ) 6 / /9 undef 6 / / /9 6 / / /9 undef undef undef smallest stress to cause slip (yielding) The initial Slip Systems (plane, direction) are then (1 11)[11], (1 1 1)[11]
15 Strain Hardening of FCC Crystals. Shear Stress Shear Strain Curves A typical shear stress shear strain curve for a single crystal shows three stages of work hardening: Stage I easy glide with low hardening rates; Stage II with high, constant hardening rate, nearly independent of temperature or strain rate; Stage III with decreasing hardening rate and very sensitive to temperature and strain rate. The extend of easy glide in a crystal depends on its orientation, the presence of dislocations (defects) and on the temperature.
16 Stage I: After yielding, the shear stress for plastic deformation is essentially constant. There is little or no work hardening. This is typical when there is a single slip system operative. Dislocations do not interact much with each other. Easy glide Active slip system is one with maximum Schmid factor (i.e., M θ λ) Stage II: The shear stress needed to continue plastic deformation begins to increase in an almost linear fashion. There is extensive work hardening (θ G/3). This stage begins when slip is initiated on multiple slip systems. Work hardening is due to interactions between dislocations moving on intersecting slip planes.
17 Stage III: There is a decreasing rate of work hardening. This decrease is due to an increase in the degree of cross slip resulting in a parabolic shape to the curve. Effect of Temperature: Increasing T results in a decrease in the extent of Stage I and Stage II. WHY? Stage I: Initiation of secondary slip systems is easier Stage II: Cross slip is easier Stacking Fault Energy (SFE): FCC metal: A decrease in the SFE causes a decrease in cross slip which increases the stress needed for the Stage II to Stage III transition. Example: Cu Zn: Cu 3 at.% Zn has low SFE, extends Stage II to high stress levels.
18 Influence of stress axis orientation in the stressstrain curve The stress axis orientation controls the number of active slip systems. Recall: Slip occurs when the Schmid factor is maximum. More slip systems means a harder material. Slip steps Luder bands Slip steps (from exit of dislocations from the crystal) on the surface of compressed single crystal of Nb.
19 Easy glide is greater in orientations for which the resolved shear stress on other potential systems is low. Easy glide does not occurs in FCC crystals oriented in such a manner that slip occurs simultaneously on many slip systems. After Mechanical Behavior of Materials W.F. Hosford No easy glide is observed in BCC single crystals. HCP single crystals exhibit extensive easy glide in tension tests (e.g. Zn, Cd, Mg).
20 Slip Systems in fcc materials For FCC materials there are 1 slip systems (with + and shear directions: Four {111} planes, each with three <11> directions The combination of slip plane {a,b,c,d} and slip direction {1,,3} that operates within each unit triangle is shown in the figure [Khan]
21
22 Tensile Deformation of FCC Crystals For all orientations of FCC crystals within this stereographic triangle, the Schmid Factor (M) for slip in the [11] direction on the (11 1) plane is higher than that for any other slip system. The slip system [11](11 1) is known as the primary slip system.
23 If the tensile axis (TA) is represented as lying in any other stereographic triangle, the slip elements may be found by examining the remote corners of the three adjacent triangles. The <111> direction in one of the adjacent triangles is the normal to the slip plane and the <11> direction in another adjacent triangle is the slip direction. There is an orientation dependence of the Schmid Factor in the stereographic triangle. After Mechanical Behavior of Materials W.F. Hosford
24 The highest value of M.5 is obtained when the tensile axis lies on the great circle between the slip direction and the slip plane normal with angles of 45degrees. If the tensile axis (TA) lies on boundary of the stereographic triangle, two slip systems are equally favored. For example, if TA is on the [1] [111] boundary, the second system is the [11](1 1 1), which is called the conjugate system.
25 For example, if TA is on the [1] [111] boundary, the second system is the [11](1 1 1), which is called the conjugate system. Two other systems have names [1 1](111) is the critical slip system and the system that shares the slip direction with the primary system [11](1 1 1) is called the cross slip system. At the corners, there are four, six or eight equally favored slip systems.
26
27
28 Tensile Deformation of BCC Crystals The slip direction in BCC metals is always in the direction of close packing, <111>, in various slip planes {11}, {13} and {11}. G.I Taylor described the slip in BCC crystals as <111> pencil glide slip. Note that the basic orientation triangle is divided into two regions with different <111> slip direction.
29 After Mechanical Behavior of Materials by K. Bowman Lattice Rotation in Tension During tensile testing, the ends of the tensile bar are constrained. Thus the crystal planes cannot glide freely. They are forced to rotate towards the tensile axis (χi<χo). THUS the Schmid factor changes! This can lead to the initiation of slip on a different system.
30 The slip plane re orients as the length of the specimen changes. The glide shear stress and shear strain can be determined from the initial orientation of the slip plane (χo) and slip direction (λo) and the extension of the specimen (Li/Lo). Crystal rotation can be traced with the aid of a stereographic projection.
31 Lattice Rotation in Tension for FCC Crystals Slip normally causes a gradual lattice rotation or orientation change. The gradual rotation or orientation change of the slip system with respect to the TA, can be represented by keeping the slip system fixed in space and rotating the TA.
32 Slip causes translation of point P parallel to the slip direction to a new position P. Points C and C are constructed by extending the SD through O and constructing perpendiculars from P and P to the extension of the slip direction. The distance PCP C. Substituting: PC l sinγ P' C' l sinγ sinγ o sinγ sinγ o l l o o sinγ o 1+ ε 1+ ε After Mechanical Behavior of Materials W.F. Hosford Where ε is the engineering strain. Therefore γ the angle between the TA and the SD decreases during tension, i.e. the SD rotates towards the TA.
33 FCC Geometry of Slip Systems In fcc crystals, the slip systems are combinations of <11> slip directions (the Burgers vectors) and {111} slip planes.
34 Similarly, slips does not change the distance between two parallel slip planes. l l o PB P' B' φ φ φ o φ 1+ ε Therefore, the angle between the SPN and the TA increases during tension. The shear strain associated with the slip system is: γ γ PP' OC' OC PB PB λ λo φ φ o OC' PB OC PB
35 For an FCC crystal oriented in the basic stereographic triangle, the TA will rotate towards the [11] direction until it reaches the [1] [111] boundary. At this point, slip starts on the [11](1 1 1) system which is most favored in the conjugate triangle. With equal slip of the two systems, the net rotation of the TA is towards the [11] orientation. The rotation along the [1] [111] boundary becomes slow as the TA approaches the [11] direction, which is the stable end orientation.
36 Latent Hardening and Overshooting Take a single crystal and oriented it with respect to the Tensile Axis (TA) in such a way that only a single slip system (α) is active. Then, strain the crystal until a γ α,p strain is reached. Now, change the orientation of the TA such that a successive secondary test takes part on the same specimen. The new orientation of the TA will activate a previously latent slip system (β).
37 The amount of latent hardening, i.e. hardening of the secondary non active system during primary slip, is directly observable through comparison of the back extrapolated initial yield stress τ rsβ in the secondary test with the stress level τ rpα at the prestrain γ α,p in the primary test. γ τ α P α RP < γ < τ β P β RS
38 Lattice Rotation in Tension for BCC Crystals In BCC crystal, slip occurs by pencil glide. The TA rotates towards the <111. slip direction. For orientations near the [11] and [111] (region A), the TA rotates towards the [11 1], while for orientation near the [1] the TA rotates towards the [111]. Once the TA enter region A then it rotates towards the [11 1]. After Mechanical Behavior of Materials W.F. Hosford When the [1] [11] boundary is reached, the combined slip in the [11 1] and [111] directions will cause rotation towards the [11] orientation, which is the stable end orientation.
39 Lattice Rotation in Compression In compression, the slip plane normal (SPN) rotates towards the compression axis (CA). After Mechanical Behavior of Materials by K. Bowman
40
41 For a FCC crystal, the CA rotates towards the [11 1] until it reaches the [1] [11] boundary. Then slip occurs simultaneously on the (11 1) and (111) planes, which will cause a net rotation towards the [11] stable end orientation.
42 For a BCC crystal with pencil glide slip systems, the CA rotates away from the active slip direction. If the CA lies in the region A, it will end up rotating towards the [111] end stable orientation, whereas if the CA lies initially in region B, it will rotate towards the [1] end orientation.
43 HCP Slip Planes and Directions Principal slip system can depend on c/a and relative orientation of load to slip planes hcp Zinc single crystal {1} planes in the direction of < 11 > Slip systems: 1 x 3 3 c/a (ideal) Cd, Zn, Mg, Ti, Be {1 1} planes in the direction of < 11 > Slip systems: 3 x 1 1 Ti Adapted from Fig. 7.9, Callister 6e. {1 11} planes in the direction of < 11 > Slip systems: 6 x 1 6 c/a (ideal) Mg, Ti Adapted from Fig. 7.8, Callister 6e.
44 Deformation of Polycrystals Monocrystals They are elastically and plastically anisotropic. They can undergo deformation in one single slip system. Polycrystals In the absence of texture can be treated as isotropic material. Deformation on only one slip system is not possible because various grains have to be compatible. It is inherently inhomogeneous (it varies from grain to grain. Dislocation movement is hindered because it is restricted to one grain. When a crystal is surrounded by other crystals of different crystallographic orientation, deformation of the crystal can not start at the primary system as the strain taking place need to be compatible at the boundary with the strain in the other crystals (no discontinuities along the grain boundary).
45 Deformation of polycrystals Slip occurs in well defined crystallographic planes within each grain, but more than one slip plane is possible and likely. In different grains, the slip planes will have different orientations because of the random nature of the crystal orientations. Microscope photograph of actual shear offsets in different grains, on surface of a copper bar.
46 Single vs. polycrystal e.g. Single crystal σ τ R σ/ λ45 φ45 polycrystalline σ Center grain τ R σ / λ 45 φ 45 σ y τ crss (φ λ ) max σ y τ crss For each grain, But φ and λ are different for each grain. Which will require more stress to slip single crystal or the center grain in polycrystal?
47 Slip lines after 1% deformation After Grain Size and Solid Solution Strengthening in Metals A Theoretical and Experimental Study by Dilip Chandrasekaran (Doctoral Thesis)
48 Plastic Deformation in Polycrystals Before, undeformed equiaxial grains The plastic deformation has produced elongated grains
49 Five independent slip systems are required to produce a general homogeneous strain in a crystal by slip. For a polycrystalline material to have appreciable ductility, each of its grains must be able to undergo the same shape change as the entire body. That is, each grain in a polycrystal must deform with the same external strains as the whole polycrystal. For an individual grain, this amounts to an imposed set of strains along the crystal axes. ε, ε, γ, γ, and γ, The number of independent slip systems is equal to the number of strain components that can be accommodated by slip 3 ε ε The third normal strain is not independent because: 1 If a material has less than five independent slip systems, a polycrystal of that material will have very limited ductility unless other deformation mechanism (e.g. twinning) supplies the added freedom necessary. ε
50 Plastic Deformation in Bi Crystals Plastic deformation within an individual grain is constrained by the neighboring grains. Because strains along grain boundaries must be the same for each grain, the grains will deform in a cooperative manner. If this is not the case, catastrophic failure occurs. Since plastic deformation of a single grain is restrained by its neighboring grain, a polycrystalline material will have an intrinsically greater resistance Required to maintain continuity of the grain boundary to plastic flow than would a single crystal. Since in general one grain (either A or B) will have a higher resolved shear stress (τrss), the plastic deformation of that grain will be restricted. THUS: Higher yield stress for polycrystal versus single crystal. Greater work hardening for polycrystal versus single crystal. This is the basis for texture hardening.
51 R values in Polycrystalline Material R values are defined as the ratio of width to thickness strains in tension tests of textured materials (e.g. sheets). ε R width ε thickness To calculate R values in a textured material it is necessary to : (a)identify the most stressed slip system; (b)calculate the strains in the x, y and z coordinate system in terms of the shear strain γ on the slip system. Example: Consider a copper sheet with a ( 1 1)[ 1 1] texture. Predict the R values in a tension test parallel to the [ 1 1] prior rolling direction. Solution Place the coordinate system x_axis y_axis z_axis [ 1 1]...Rolling Direction [ 1 1 1]...Width Direction [ 1 1]...Thickness Direction
52 ( )[ ] ( )[ 1 1 ] Copper is a FCC material. The most and favored slip system would be Consider the first slip system and a tension applied along the [11] direction ε γ λ φ ε γ λ φ x λ x x + 1 [ 11] [ 11] x + 1 φx ε x γ 6 ε γ λ φ λ φ ε y y y y 1 1 y [ 11] [ 111] 1 [ 111] [ 11] [ 111] [ 111] y z λ z φz 1 ε z γ 6 z [ 11] [ 11] + 1 [ 11] [ 111] R z + 1 ε ε 1 1 width thickness ε ε y z 1 4 6
Chapter Outline Dislocations and Strengthening Mechanisms
Chapter Outline Dislocations and Strengthening Mechanisms What is happening in material during plastic deformation? Dislocations and Plastic Deformation Motion of dislocations in response to stress Slip
More informationLECTURE SUMMARY September 30th 2009
LECTURE SUMMARY September 30 th 2009 Key Lecture Topics Crystal Structures in Relation to Slip Systems Resolved Shear Stress Using a Stereographic Projection to Determine the Active Slip System Slip Planes
More informationCHAPTER 7 DISLOCATIONS AND STRENGTHENING MECHANISMS PROBLEM SOLUTIONS
7-1 CHAPTER 7 DISLOCATIONS AND STRENGTHENING MECHANISMS PROBLEM SOLUTIONS Basic Concepts of Dislocations Characteristics of Dislocations 7.1 The dislocation density is just the total dislocation length
More informationChapter Outline Dislocations and Strengthening Mechanisms
Chapter Outline Dislocations and Strengthening Mechanisms What is happening in material during plastic deformation? Dislocations and Plastic Deformation Motion of dislocations in response to stress Slip
More informationMechanical Properties of Metals Mechanical Properties refers to the behavior of material when external forces are applied
Mechanical Properties of Metals Mechanical Properties refers to the behavior of material when external forces are applied Stress and strain fracture or engineering point of view: allows to predict the
More informationMaterial Deformations. Academic Resource Center
Material Deformations Academic Resource Center Agenda Origin of deformations Deformations & dislocations Dislocation motion Slip systems Stresses involved with deformation Deformation by twinning Origin
More informationModule #17. Work/Strain Hardening. READING LIST DIETER: Ch. 4, pp. 138-143; Ch. 6 in Dieter
Module #17 Work/Strain Hardening READING LIST DIETER: Ch. 4, pp. 138-143; Ch. 6 in Dieter D. Kuhlmann-Wilsdorf, Trans. AIME, v. 224 (1962) pp. 1047-1061 Work Hardening RECALL: During plastic deformation,
More informationMechanical Properties - Stresses & Strains
Mechanical Properties - Stresses & Strains Types of Deformation : Elasic Plastic Anelastic Elastic deformation is defined as instantaneous recoverable deformation Hooke's law : For tensile loading, σ =
More informationObjectives. Experimentally determine the yield strength, tensile strength, and modules of elasticity and ductility of given materials.
Lab 3 Tension Test Objectives Concepts Background Experimental Procedure Report Requirements Discussion Objectives Experimentally determine the yield strength, tensile strength, and modules of elasticity
More informationRelevant Reading for this Lecture... Pages 83-87.
LECTURE #06 Chapter 3: X-ray Diffraction and Crystal Structure Determination Learning Objectives To describe crystals in terms of the stacking of planes. How to use a dot product to solve for the angles
More informationChapter Outline. How do atoms arrange themselves to form solids?
Chapter Outline How do atoms arrange themselves to form solids? Fundamental concepts and language Unit cells Crystal structures Simple cubic Face-centered cubic Body-centered cubic Hexagonal close-packed
More informationChapter Outline. Mechanical Properties of Metals How do metals respond to external loads?
Mechanical Properties of Metals How do metals respond to external loads? Stress and Strain Tension Compression Shear Torsion Elastic deformation Plastic Deformation Yield Strength Tensile Strength Ductility
More informationStress Strain Relationships
Stress Strain Relationships Tensile Testing One basic ingredient in the study of the mechanics of deformable bodies is the resistive properties of materials. These properties relate the stresses to the
More informationLösungen Übung Verformung
Lösungen Übung Verformung 1. (a) What is the meaning of T G? (b) To which materials does it apply? (c) What effect does it have on the toughness and on the stress- strain diagram? 2. Name the four main
More informationConcepts of Stress and Strain
CHAPTER 6 MECHANICAL PROPERTIES OF METALS PROBLEM SOLUTIONS Concepts of Stress and Strain 6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa (15.5 10 6 psi) and an original
More informationCopyright 2011 Casa Software Ltd. www.casaxps.com. Centre of Mass
Centre of Mass A central theme in mathematical modelling is that of reducing complex problems to simpler, and hopefully, equivalent problems for which mathematical analysis is possible. The concept of
More informationME 612 Metal Forming and Theory of Plasticity. 1. Introduction
Metal Forming and Theory of Plasticity Yrd.Doç. e mail: azsenalp@gyte.edu.tr Makine Mühendisliği Bölümü Gebze Yüksek Teknoloji Enstitüsü In general, it is possible to evaluate metal forming operations
More informationMartensite in Steels
Materials Science & Metallurgy http://www.msm.cam.ac.uk/phase-trans/2002/martensite.html H. K. D. H. Bhadeshia Martensite in Steels The name martensite is after the German scientist Martens. It was used
More informationUniaxial Tension and Compression Testing of Materials. Nikita Khlystov Daniel Lizardo Keisuke Matsushita Jennie Zheng
Uniaxial Tension and Compression Testing of Materials Nikita Khlystov Daniel Lizardo Keisuke Matsushita Jennie Zheng 3.032 Lab Report September 25, 2013 I. Introduction Understanding material mechanics
More informationMicroscopy and Nanoindentation. Combining Orientation Imaging. to investigate localized. deformation behaviour. Felix Reinauer
Combining Orientation Imaging Microscopy and Nanoindentation to investigate localized deformation behaviour Felix Reinauer René de Kloe Matt Nowell Introduction Anisotropy in crystalline materials Presentation
More informationMaterials Issues in Fatigue and Fracture
Materials Issues in Fatigue and Fracture 5.1 Fundamental Concepts 5.2 Ensuring Infinite Life 5.3 Finite Life 5.4 Summary FCP 1 5.1 Fundamental Concepts Structural metals Process of fatigue A simple view
More informationFundamentals of grain boundaries and grain boundary migration
1. Fundamentals of grain boundaries and grain boundary migration 1.1. Introduction The properties of crystalline metallic materials are determined by their deviation from a perfect crystal lattice, which
More informationLecture 18 Strain Hardening And Recrystallization
-138- Lecture 18 Strain Hardening And Recrystallization Strain Hardening We have previously seen that the flow stress (the stress necessary to produce a certain plastic strain rate) increases with increasing
More informationLap Fillet Weld Calculations and FEA Techniques
Lap Fillet Weld Calculations and FEA Techniques By: MS.ME Ahmad A. Abbas Sr. Analysis Engineer Ahmad.Abbas@AdvancedCAE.com www.advancedcae.com Sunday, July 11, 2010 Advanced CAE All contents Copyright
More informationCH 6: Fatigue Failure Resulting from Variable Loading
CH 6: Fatigue Failure Resulting from Variable Loading Some machine elements are subjected to static loads and for such elements static failure theories are used to predict failure (yielding or fracture).
More informationStructural Integrity Analysis
Structural Integrity Analysis 1. STRESS CONCENTRATION Igor Kokcharov 1.1 STRESSES AND CONCENTRATORS 1.1.1 Stress An applied external force F causes inner forces in the carrying structure. Inner forces
More informationAnalysis of Stresses and Strains
Chapter 7 Analysis of Stresses and Strains 7.1 Introduction axial load = P / A torsional load in circular shaft = T / I p bending moment and shear force in beam = M y / I = V Q / I b in this chapter, we
More informationDesign Analysis and Review of Stresses at a Point
Design Analysis and Review of Stresses at a Point Need for Design Analysis: To verify the design for safety of the structure and the users. To understand the results obtained in FEA, it is necessary to
More informationStress Analysis, Strain Analysis, and Shearing of Soils
C H A P T E R 4 Stress Analysis, Strain Analysis, and Shearing of Soils Ut tensio sic vis (strains and stresses are related linearly). Robert Hooke So I think we really have to, first, make some new kind
More informationStructural Axial, Shear and Bending Moments
Structural Axial, Shear and Bending Moments Positive Internal Forces Acting Recall from mechanics of materials that the internal forces P (generic axial), V (shear) and M (moment) represent resultants
More informationExperiment: Crystal Structure Analysis in Engineering Materials
Experiment: Crystal Structure Analysis in Engineering Materials Objective The purpose of this experiment is to introduce students to the use of X-ray diffraction techniques for investigating various types
More informationMETU DEPARTMENT OF METALLURGICAL AND MATERIALS ENGINEERING
METU DEPARTMENT OF METALLURGICAL AND MATERIALS ENGINEERING Met E 206 MATERIALS LABORATORY EXPERIMENT 1 Prof. Dr. Rıza GÜRBÜZ Res. Assist. Gül ÇEVİK (Room: B-306) INTRODUCTION TENSION TEST Mechanical testing
More informationFATIGUE CONSIDERATION IN DESIGN
FATIGUE CONSIDERATION IN DESIGN OBJECTIVES AND SCOPE In this module we will be discussing on design aspects related to fatigue failure, an important mode of failure in engineering components. Fatigue failure
More informationPrelab Exercises: Hooke's Law and the Behavior of Springs
59 Prelab Exercises: Hooke's Law and the Behavior of Springs Study the description of the experiment that follows and answer the following questions.. (3 marks) Explain why a mass suspended vertically
More informationThe elements used in commercial codes can be classified in two basic categories:
CHAPTER 3 Truss Element 3.1 Introduction The single most important concept in understanding FEA, is the basic understanding of various finite elements that we employ in an analysis. Elements are used for
More informationTWO-DIMENSIONAL TRANSFORMATION
CHAPTER 2 TWO-DIMENSIONAL TRANSFORMATION 2.1 Introduction As stated earlier, Computer Aided Design consists of three components, namely, Design (Geometric Modeling), Analysis (FEA, etc), and Visualization
More informationDefects Introduction. Bonding + Structure + Defects. Properties
Defects Introduction Bonding + Structure + Defects Properties The processing determines the defects Composition Bonding type Structure of Crystalline Processing factors Defects Microstructure Types of
More informationTorsion Tests. Subjects of interest
Chapter 10 Torsion Tests Subjects of interest Introduction/Objectives Mechanical properties in torsion Torsional stresses for large plastic strains Type of torsion failures Torsion test vs.tension test
More informationThe atomic packing factor is defined as the ratio of sphere volume to the total unit cell volume, or APF = V S V C. = 2(sphere volume) = 2 = V C = 4R
3.5 Show that the atomic packing factor for BCC is 0.68. The atomic packing factor is defined as the ratio of sphere volume to the total unit cell volume, or APF = V S V C Since there are two spheres associated
More information14:635:407:02 Homework III Solutions
14:635:407:0 Homework III Solutions 4.1 Calculate the fraction of atom sites that are vacant for lead at its melting temperature of 37 C (600 K). Assume an energy for vacancy formation of 0.55 ev/atom.
More informationMSE 528 - PRECIPITATION HARDENING IN 7075 ALUMINUM ALLOY
MSE 528 - PRECIPITATION HARDENING IN 7075 ALUMINUM ALLOY Objective To study the time and temperature variations in the hardness and electrical conductivity of Al-Zn-Mg-Cu high strength alloy on isothermal
More informationMultiaxial Fatigue. Professor Darrell Socie. 2008-2014 Darrell Socie, All Rights Reserved
Multiaxial Fatigue Professor Darrell Socie 2008-2014 Darrell Socie, All Rights Reserved Outline Stresses around holes Crack Nucleation Crack Growth MultiaxialFatigue 2008-2014 Darrell Socie, All Rights
More informationChapter Outline. Diffusion - how do atoms move through solids?
Chapter Outline iffusion - how do atoms move through solids? iffusion mechanisms Vacancy diffusion Interstitial diffusion Impurities The mathematics of diffusion Steady-state diffusion (Fick s first law)
More informationNumerical Analysis of Independent Wire Strand Core (IWSC) Wire Rope
Numerical Analysis of Independent Wire Strand Core (IWSC) Wire Rope Rakesh Sidharthan 1 Gnanavel B K 2 Assistant professor Mechanical, Department Professor, Mechanical Department, Gojan engineering college,
More informationLecture 14. Chapter 8-1
Lecture 14 Fatigue & Creep in Engineering Materials (Chapter 8) Chapter 8-1 Fatigue Fatigue = failure under applied cyclic stress. specimen compression on top bearing bearing motor counter flex coupling
More informationCrystal Optics of Visible Light
Crystal Optics of Visible Light This can be a very helpful aspect of minerals in understanding the petrographic history of a rock. The manner by which light is transferred through a mineral is a means
More informationDislocation Plasticity: Overview
Dislocation Plasticity: Overview 1. DISLOCATIONS AND PLASTIC DEFORMATION An arbitrary deformation of a material can always be described as the sum of a change in volume and a change in shape at constant
More informationReflection and Refraction
Equipment Reflection and Refraction Acrylic block set, plane-concave-convex universal mirror, cork board, cork board stand, pins, flashlight, protractor, ruler, mirror worksheet, rectangular block worksheet,
More informationElasticity Theory Basics
G22.3033-002: Topics in Computer Graphics: Lecture #7 Geometric Modeling New York University Elasticity Theory Basics Lecture #7: 20 October 2003 Lecturer: Denis Zorin Scribe: Adrian Secord, Yotam Gingold
More informationEquations Involving Lines and Planes Standard equations for lines in space
Equations Involving Lines and Planes In this section we will collect various important formulas regarding equations of lines and planes in three dimensional space Reminder regarding notation: any quantity
More informationσ y ( ε f, σ f ) ( ε f
Typical stress-strain curves for mild steel and aluminum alloy from tensile tests L L( 1 + ε) A = --- A u u 0 1 E l mild steel fracture u ( ε f, f ) ( ε f, f ) ε 0 ε 0.2 = 0.002 aluminum alloy fracture
More informationCOMPUTATIONAL ENGINEERING OF FINITE ELEMENT MODELLING FOR AUTOMOTIVE APPLICATION USING ABAQUS
International Journal of Advanced Research in Engineering and Technology (IJARET) Volume 7, Issue 2, March-April 2016, pp. 30 52, Article ID: IJARET_07_02_004 Available online at http://www.iaeme.com/ijaret/issues.asp?jtype=ijaret&vtype=7&itype=2
More informationCONSOLIDATION AND HIGH STRAIN RATE MECHANICAL BEHAVIOR OF NANOCRYSTALLINE TANTALUM POWDER
CONSOLIDATION AND HIGH STRAIN RATE MECHANICAL BEHAVIOR OF NANOCRYSTALLINE TANTALUM POWDER Sang H. Yoo, T.S. Sudarshan, Krupa Sethuram Materials Modification Inc, 2929-P1 Eskridge Rd, Fairfax, VA, 22031
More informationORIENTATION CHARACTERISTICS OF THE MICROSTRUCTURE OF MATERIALS
ORIENTATION CHARACTERISTICS OF THE MICROSTRUCTURE OF MATERIALS K. Sztwiertnia Polish Academy of Sciences, Institute of Metallurgy and Materials Science, 25 Reymonta St., 30-059 Krakow, Poland MMN 2009
More informationFigure 1.1 Vector A and Vector F
CHAPTER I VECTOR QUANTITIES Quantities are anything which can be measured, and stated with number. Quantities in physics are divided into two types; scalar and vector quantities. Scalar quantities have
More informationSolving Simultaneous Equations and Matrices
Solving Simultaneous Equations and Matrices The following represents a systematic investigation for the steps used to solve two simultaneous linear equations in two unknowns. The motivation for considering
More information1 of 79 Erik Eberhardt UBC Geological Engineering EOSC 433
Stress & Strain: A review xx yz zz zx zy xy xz yx yy xx yy zz 1 of 79 Erik Eberhardt UBC Geological Engineering EOSC 433 Disclaimer before beginning your problem assignment: Pick up and compare any set
More informationx100 A o Percent cold work = %CW = A o A d Yield Stress Work Hardening Why? Cell Structures Pattern Formation
Work Hardening Dislocations interact with each other and assume configurations that restrict the movement of other dislocations. As the dislocation density increases there is an increase in the flow stress
More informationNOTCHES AND THEIR EFFECTS. Ali Fatemi - University of Toledo All Rights Reserved Chapter 7 Notches and Their Effects 1
NOTCHES AND THEIR EFFECTS Ali Fatemi - University of Toledo All Rights Reserved Chapter 7 Notches and Their Effects 1 CHAPTER OUTLINE Background Stress/Strain Concentrations S-N Approach for Notched Members
More informationWhen the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid.
Fluid Statics When the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid. Consider a small wedge of fluid at rest of size Δx, Δz, Δs
More informationSheet metal operations - Bending and related processes
Sheet metal operations - Bending and related processes R. Chandramouli Associate Dean-Research SASTRA University, Thanjavur-613 401 Table of Contents 1.Quiz-Key... Error! Bookmark not defined. 1.Bending
More informationEDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS
EDEXCEL NATIONAL CERTIICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQ LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS 1. Be able to determine the effects of loading in static engineering
More informationNonlinear analysis and form-finding in GSA Training Course
Nonlinear analysis and form-finding in GSA Training Course Non-linear analysis and form-finding in GSA 1 of 47 Oasys Ltd Non-linear analysis and form-finding in GSA 2 of 47 Using the GSA GsRelax Solver
More informationSolution for Homework #1
Solution for Homework #1 Chapter 2: Multiple Choice Questions (2.5, 2.6, 2.8, 2.11) 2.5 Which of the following bond types are classified as primary bonds (more than one)? (a) covalent bonding, (b) hydrogen
More informationThe stored energy of cold work: Predictions from discrete dislocation plasticity
Acta Materialia 53 (2005) 4765 4779 www.actamat-journals.com The stored energy of cold work: Predictions from discrete dislocation plasticity A.A. Benzerga a, *, Y. Bréchet b, A. Needleman c, E. Van der
More informationObjective To conduct Charpy V-notch impact test and determine the ductile-brittle transition temperature of steels.
IMPACT TESTING Objective To conduct Charpy V-notch impact test and determine the ductile-brittle transition temperature of steels. Equipment Coolants Standard Charpy V-Notched Test specimens Impact tester
More informationM n = (DP)m = (25,000)(104.14 g/mol) = 2.60! 10 6 g/mol
14.4 (a) Compute the repeat unit molecular weight of polystyrene. (b) Compute the number-average molecular weight for a polystyrene for which the degree of polymerization is 25,000. (a) The repeat unit
More information9. TIME DEPENDENT BEHAVIOUR: CYCLIC FATIGUE
9. TIME DEPENDENT BEHAVIOUR: CYCLIC FATIGUE A machine part or structure will, if improperly designed and subjected to a repeated reversal or removal of an applied load, fail at a stress much lower than
More informationUnit 3 (Review of) Language of Stress/Strain Analysis
Unit 3 (Review of) Language of Stress/Strain Analysis Readings: B, M, P A.2, A.3, A.6 Rivello 2.1, 2.2 T & G Ch. 1 (especially 1.7) Paul A. Lagace, Ph.D. Professor of Aeronautics & Astronautics and Engineering
More informationStrengthening. Mechanisms of strengthening in single-phase metals: grain-size reduction solid-solution alloying strain hardening
Strengthening The ability of a metal to deform depends on the ability of dislocations to move Restricting dislocation motion makes the material stronger Mechanisms of strengthening in single-phase metals:
More informationSTRAIN-LIFE (e -N) APPROACH
CYCLIC DEFORMATION & STRAIN-LIFE (e -N) APPROACH MONOTONIC TENSION TEST AND STRESS-STRAIN BEHAVIOR STRAIN-CONTROLLED TEST METHODS CYCLIC DEFORMATION AND STRESS-STRAIN BEHAVIOR STRAIN-BASED APPROACH TO
More informationPROPERTIES OF MATERIALS
1 PROPERTIES OF MATERIALS 1.1 PROPERTIES OF MATERIALS Different materials possess different properties in varying degree and therefore behave in different ways under given conditions. These properties
More informationFigure 1: Typical S-N Curves
Stress-Life Diagram (S-N Diagram) The basis of the Stress-Life method is the Wohler S-N diagram, shown schematically for two materials in Figure 1. The S-N diagram plots nominal stress amplitude S versus
More informationMechanical Behavior of Materials Course Notes, 2 nd Edition
Mechanical Behavior of Materials Course Notes, 2 nd Edition Prof. Mark L. Weaver Department of Metallurgical & Materials Engineering A129K Bevill Building The University of Alabama Tuscaloosa, AL 35487-0202
More informationLong term performance of polymers
1.0 Introduction Long term performance of polymers Polymer materials exhibit time dependent behavior. The stress and strain induced when a load is applied are a function of time. In the most general form
More informationFundamentals of Extrusion
CHAPTER1 Fundamentals of Extrusion The first chapter of this book discusses the fundamentals of extrusion technology, including extrusion principles, processes, mechanics, and variables and their effects
More informationSTRAIN ENERGY DENSITY (strain energy per unit volume)
STRAIN ENERGY DENSITY (strain energy per unit volume) For ductile metals and alloys, according to the Maximum Shear Stress failure theory (aka Tresca ) the only factor that affects dislocation slip is
More informationPore pressure. Ordinary space
Fault Mechanics Laboratory Pore pressure scale Lowers normal stress, moves stress circle to left Doesn Doesn t change shear Deviatoric stress not affected This example: failure will be by tensile cracks
More informationChapter 3: Structure of Metals and Ceramics. Chapter 3: Structure of Metals and Ceramics. Learning Objective
Chapter 3: Structure of Metals and Ceramics Chapter 3: Structure of Metals and Ceramics Goals Define basic terms and give examples of each: Lattice Basis Atoms (Decorations or Motifs) Crystal Structure
More informationL 2 : x = s + 1, y = s, z = 4s + 4. 3. Suppose that C has coordinates (x, y, z). Then from the vector equality AC = BD, one has
The line L through the points A and B is parallel to the vector AB = 3, 2, and has parametric equations x = 3t + 2, y = 2t +, z = t Therefore, the intersection point of the line with the plane should satisfy:
More informationEDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME 2 ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS
ENGINEERING COMPONENTS EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS Structural members: struts and ties; direct stress and strain,
More informationDescription of mechanical properties
ArcelorMittal Europe Flat Products Description of mechanical properties Introduction Mechanical properties are governed by the basic concepts of elasticity, plasticity and toughness. Elasticity is the
More informationGeometry: Unit 1 Vocabulary TERM DEFINITION GEOMETRIC FIGURE. Cannot be defined by using other figures.
Geometry: Unit 1 Vocabulary 1.1 Undefined terms Cannot be defined by using other figures. Point A specific location. It has no dimension and is represented by a dot. Line Plane A connected straight path.
More informationBending Stress in Beams
936-73-600 Bending Stress in Beams Derive a relationship for bending stress in a beam: Basic Assumptions:. Deflections are very small with respect to the depth of the beam. Plane sections before bending
More informationDislocation theory. Subjects of interest
Chapter 5 Dislocation theory Subjects of interest Introduction/Objectives Observation of dislocation Burgers vector and the dislocation loop Dislocation in the FCC, HCP and BCC lattice Stress fields and
More informationTechnical Notes 3B - Brick Masonry Section Properties May 1993
Technical Notes 3B - Brick Masonry Section Properties May 1993 Abstract: This Technical Notes is a design aid for the Building Code Requirements for Masonry Structures (ACI 530/ASCE 5/TMS 402-92) and Specifications
More informationAdditional Topics in Math
Chapter Additional Topics in Math In addition to the questions in Heart of Algebra, Problem Solving and Data Analysis, and Passport to Advanced Math, the SAT Math Test includes several questions that are
More informationLecture slides on rolling By: Dr H N Dhakal Lecturer in Mechanical and Marine Engineering, School of Engineering, University of Plymouth
Lecture slides on rolling By: Dr H N Dhakal Lecturer in Mechanical and Marine Engineering, School of Engineering, University of Plymouth Bulk deformation forming (rolling) Rolling is the process of reducing
More informationCERAMICS: Properties 2
CERAMICS: Properties 2 (Brittle Fracture Analysis) 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
More informationBiomechanics of Joints, Ligaments and Tendons.
Hippocrates (460-377 B.C.) Biomechanics of Joints, s and Tendons. Course Text: Hamill & Knutzen (some in chapter 2 and 3, but ligament and tendon mechanics is not well covered in the text) Nordin & Frankel
More informationAjit Kumar Patra (Autor) Crystal structure, anisotropy and spin reorientation transition of highly coercive, epitaxial Pr-Co films
Ajit Kumar Patra (Autor) Crystal structure, anisotropy and spin reorientation transition of highly coercive, epitaxial Pr-Co films https://cuvillier.de/de/shop/publications/1306 Copyright: Cuvillier Verlag,
More informationPLANE TRUSSES. Definitions
Definitions PLANE TRUSSES A truss is one of the major types of engineering structures which provides a practical and economical solution for many engineering constructions, especially in the design of
More informationSTRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION
Chapter 11 STRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION Figure 11.1: In Chapter10, the equilibrium, kinematic and constitutive equations for a general three-dimensional solid deformable
More informationSolid Mechanics. Stress. What you ll learn: Motivation
Solid Mechanics Stress What you ll learn: What is stress? Why stress is important? What are normal and shear stresses? What is strain? Hooke s law (relationship between stress and strain) Stress strain
More informationFinite Element Formulation for Plates - Handout 3 -
Finite Element Formulation for Plates - Handout 3 - Dr Fehmi Cirak (fc286@) Completed Version Definitions A plate is a three dimensional solid body with one of the plate dimensions much smaller than the
More informationbi directional loading). Prototype ten story
NEESR SG: Behavior, Analysis and Design of Complex Wall Systems The laboratory testing presented here was conducted as part of a larger effort that employed laboratory testing and numerical simulation
More informationForce measurement. Forces VECTORIAL ISSUES ACTION ET RÉACTION ISOSTATISM
Force measurement Forces VECTORIAL ISSUES In classical mechanics, a force is defined as "an action capable of modifying the quantity of movement of a material point". Therefore, a force has the attributes
More informationTensile Testing Laboratory
Tensile Testing Laboratory By Stephan Favilla 0723668 ME 354 AC Date of Lab Report Submission: February 11 th 2010 Date of Lab Exercise: January 28 th 2010 1 Executive Summary Tensile tests are fundamental
More information12.524 2003 Lec 17: Dislocation Geometry and Fabric Production 1. Crystal Geometry
12.524 2003 Lec 17: Dislocation Geometry and Fabric Production 1. Bibliography: Crystal Geometry Assigned Reading: [Poirier, 1985]Chapter 2, 4. General References: [Kelly and Groves, 1970] Chapter 1. [Hirth
More informationEFFECT OF SEVERE PLASTIC DEFORMATION ON STRUCTURE AND PROPERTIES OF AUSTENITIC AISI 316 GRADE STEEL
EFFECT OF SEVERE PLASTIC DEFORMATION ON STRUCTURE AND PROPERTIES OF AUSTENITIC AISI 316 GRADE STEEL Ladislav KANDER a, Miroslav GREGER b a MATERIÁLOVÝ A METALURGICKÝ VÝZKUM, s.r.o., Ostrava, Czech Republic,
More information