UAA School of Engineering - PowerPoint PPT Presentation

1 / 31
About This Presentation
Title:

UAA School of Engineering

Description:

Ductility and Percent Elongation: (The change in gage length in the specimen ... Ductility and Percent Reduction in Area: (The change in cross sectional area in ... – PowerPoint PPT presentation

Number of Views:81
Avg rating:3.0/5.0
Slides: 32
Provided by: HeL140
Category:

less

Transcript and Presenter's Notes

Title: UAA School of Engineering


1
Plastic Stress-Strain Relationships
  • UAA School of Engineering
  • CE 334 - Properties of Materials
  • Lecture 5

2
Outline
  • Plastic Stress-Strain Relationships
  • Plastic deformation
  • - Metal as a ductile material
  • What is plastic stress-strain relation?
  • Definitions about plastic stress-strain curves

Plastic
?
3
Inelastic Material Behavior
  • Limitations on the Use of Uniaxial Stress-Strain
    Data
  • Tension or compression tests are usually run at
    room temperature in testing machines that have
    head speeds in the range of 0.20 to 10 mm/min.
  • Rate of Loading
  • If a tension test is run at a high rate of
    loading then the material response is less
    ductile.
  • Temperature
  • -Temperature Lower than Room Temperature
  • A metal tension specimen may fail in a brittle
    manner.
  • -Temperature Higher than Room Temperature
    Creep

4
Effect of Unloading and Load Reversal
  •  
  •   The accrual unloading path does not follow the
    ideal linear elastic unloading path
  •  The yielding strength in compression is reduced
    below the original value ? Bauschinger Effect.

5
Effect of Unloading
6
Nonlinear Material Response
  • If the unloading path coincides with the loading
    path, the process is reversible and the material
    is said to be Elastic.
  • If the unloading path does not follow the loading
    path, the behavior is said to be Inelastic.
  • If after the load is released, the permanent
    deformation remains, the behavior is said to be
    Plastic.
  • If after load removal, the response continues to
    change with time, its response is Viscoelastic or
    Viscoplastic.
  • If a viscous material, after complete unloading,
    the material will return to an unstrained state
    in time, it is Viscoelastic
  • In a Viscoplastic material, after complete
    unloading, the response will change with time.
    However, some permanent strain will remain.

7
Metal as a Ductile Material
  • The Crystals that Make the Metal
  • Let's take a look at a paper clip. A typical
    paper clip is made up of 1,000,000,000,000,000,000
    ,000 atoms of iron.
  • These atoms are tightly packed and in a
    crystalline structure, a regular arrangement of
    atoms that repeats itself many times. This is
    the crystalline structure for iron atoms. The
    atoms of other metals, such
  • as aluminum and zinc, have different
    arrangements.

8
Metal as a Ductile Material
  • The structure of iron atoms isn't continuous
    throughout the entire paper clip. When a metal
    cools and is transitioning from liquid to solid,
    its atoms come together to form tiny grains, or
    crystals. Even though the crystalline structure
    does not continue from crystal to crystal, the
    crystals are bound to one another. In this
    diagram, each square represents an individual
    atom.

9
Metal as a Ductile Material
  • The Flaws that Break the Bonds
  • When a metal crystal forms, the atoms try to
    assemble themselves into a regular pattern.
  • But there are many imperfections within each
    crystal, and these flaws produce weak points in
    the bonds between atoms.
  • It is at these points, called slip planes, that
    layers of atoms are prone to move relative to
    adjacent layers if an outside force is applied.

10
Edge Dislocation
11
Edge Dislocation
12
Screw Dislocation
13
Screw Dislocation
14
Mixed Dislocation
Screw Dislocation
Edge Dislocation
15
Mixed Dislocation
16
Dislocation Movement -Example Edge Dislocation
Motion
17
Obstacles to Dislocation Movement
  • Piling up As dislocations move through a
    crystal, they become piled up if they encounter
    some obstacle.
  • Locking up When two similar dislocations move
    through a crystal and become joined, creating an
    area of greater potential energy.
  • Canceling When two unlike dislocations come
    together and cancel out each other so as to
    eliminate the discontinuity in the crystal.

18
Example of Obstacles Carbon in Iron Crystals
  • Adding other elements to a metal can counteract
    the effects of the imperfections and make the
    metal harder and stronger.
  • Carbon, for example, is added to iron to make
    steel, and tin is added to copper to make bronze.

19
Carbon in Iron Crystals
  • Carbon is an impurity
  • The carbon atom creates a stress field that
    blocks the intended movement of the dislocation.
  • It takes substantial energy to overcome the
    obstacle.

20
Effects of Carbon Content in Steel(Detailed
discussion in the later slides)
21
Basic Slip in Crystal Lattice due to Shear
22
Mohrs Circle for Uniaxial Tension
  • Maximum shear stress is half of maximum tensile
    stress for uniaxial loads.
  • Tensile fracture will occur on a plane
    perpendicular to the direction of force.
  • Shear fracture will occur on a plane 45 deg. from
    direction of force.

23
Discontinuous Yielding
  • Particular to mild steel
  • Yielding begins suddenly and results in large
    deformations at a more-or-less constant stress.
  • A distinct yield point is seen at the beginning
    of the region of discontinuous yielding.

24
  • Plastic (permanent) Deformation
  • Deformation beyond the elastic
    range

Recovered elastic deformation
Permanent plastic deformation or set
25
Ductility
  • Ductility The ability of a material to undergo
    plastic deformation without fracture.
  • Ductility and Percent Elongation (The change in
    gage length in the specimen after fracture)/(gage
    length), assuming the fracture occurs within the
    gage length.
  • Ductility and Percent Reduction in Area (The
    change in cross sectional area in the specimen
    after fracture)/(original area).

26
Measurement of Ductility
  • General Measurement of Ductility
  • Absolute Ductility based on
  • a. elongation
  • b. area reduction
  • A0 original area
  • An net area at necking section

EIT requested formula!!
Lab report required formula
27
More Definitions
  • Ultimate Strength The highest stress exhibited
    by the specimen as shown by its stress-strain
    curve.
  • Fracture Strength The apparent stress when
    fracture occurs.
  • Toughness The amount of energy required to
    rupture a material.
  • Modulus of Toughness The amount of work per unit
    volume of a material required to carry the
    material to failure. It can be measured by the
    area under the entire stress-strain curve.(see
    later discussion)

28
Ultimate and Fracture Strengths
true stress
  • For brittle material, the ultimate and fracture
    strengths coincide.
  • For a ductile material, the ultimate strength is
    higher than the fracture strength (as computed
    with conventional stress and strain formulas).

29
Modulus of Toughness
Strain energy due to ?? (??)(??) area under ??
in ? ? curve
Modulus of Toughness The amount of work per unit
volume of a material required to carry the
material to failure. It can be measured by the
area under the entire stress-strain curve.
30
Low-carbon steel Tensile test
-the important
material properties
FE exam problems
  • Yield Strength 250 Mpa
  • Strain at yield 0.0013
  • The Modulus of Elasticity
  • 150 MPa/0.0007520 x 104 Mpa
  • Ultimate Strength 500 Mpa
  • Fracture Strength 400 MPa
  • The ductility
  • 0.28/0.0013215
  • The percent elongation at
  • failure 25

31
Bibliography
  • Durrant, Olani and Holiday, Brent, An
    Introduction to the Properties of Materials,
    Brigham Young University, 1980.
  • Shackelford, James F., Introduction to Material
    Science for Engineers, Macmillan Publishing Co.,
    New York, 1985.
Write a Comment
User Comments (0)
About PowerShow.com