Mechanical Testing and Properties Engineering Stress and Strain

Mechanical Testing and Properties
(Callister: Chapter 6)
• After completing this section, you should understand the
principles and application of the following tests used to
characterize engineering materials:
– Tensile Test
•
•
•
•
Engineering and True Stress and Strain
Shape of stress-strain curves for ductile and brittle materials
Elastic vs. plastic deformation
Young’s modulus, yield strength, UTS, ductility
– Hardness Test
ES 021
Mechanical Testing and
Properties
1
Engineering Stress and Strain
• Consider a bar of length L0 and cross-sectional area A0.
• If it is subjected to a load F, it will elongate an amount ΔL. If the
load exceeds Fy, the bar will permanently deform.
• What would you expect if:
Area
Length
Yield
Force
Elongation at
Yield Force
A0
L0
Fy
ΔLy
2A0
L0
A0
2L0
ES 021
Mechanical Testing and
Properties
2
1
Engineering Stress and Strain
• To remove the dependence of strength and elongation on the
geometry of the specimen, we introduce:
Units
• Engineering Stress:
σ=
F
A0
Force N
=
= Pa
Area m 2
1N
= 10 6 Pa = 1MPa
mm 2
• Engineering Strain:
ε=
ES 021
l − l0
l0
Length
= [−]
Length
(also ×100% )
Mechanical Testing and
Properties
3
Engineering Stress and Strain
• Consider a bar of length L0 and cross-sectional area A0.
• If it is subjected to a load F, it will elongate an amount ΔL. If the
load exceeds Fy, the bar will permanently deform.
• What would you expect if:
Area
Length
Yield
Force
A0
L0
Fy
ΔLy
2A0
L0
2Fy
ΔLy
A0
2L0
Fy
2ΔLy
ES 021
Elongation at
Yield Stress Yield Strain
Yield Force
Mechanical Testing and
Properties
4
2
Shear Stress and Strain
• Engineering stress and strain are normal stresses and strains.
– The force is perpendicular to the supporting cross-sectional area
• If the load is applied parallel to the supporting cross-section,
shear stresses and strains are developed.
A
F
x
y
θ
F
Shear stress : τ =
ES 021
F
A
Shear strain : γ =
x
= tan θ
y
Mechanical Testing and
Properties
5
The Tensile Test
•
•
Testing machines can be mechanical (shown) or hydraulic. Each type
has its advantages and disadvantages.
Specimen geometry:
– Reduced gauge section ensures highest stress is away from gripping
mechanism.
– Many standard dimensions to fit various types of materials.
ES 021
Mechanical Testing and
Properties
6
3
Elastic Deformation
• All materials will elongate in response to a tensile load.
• The initial response is elastic
– i.e. if the load is removed, the material will return to its initial size
and shape.
• A plot of stress vs. strain during elastic deformation is linear.
• This linear relationship is known as Hooke’s law.
σ = Eε
E is the modulus of elasticity or Young’s Modulus.
ES 021
Mechanical Testing and
Properties
7
Modulus of Elasticity
• In reality, the elastic response of many materials is not perfectly
linear.
• The modulus of elasticity is then determined by using the
– Secant Modulus
or
– Tangent Modulus
ES 021
Mechanical Testing and
Properties
8
4
Bond Strength and Stiffness
Energy
• Just like a spring (F=kx), the
stiffness of the bond is indicated by
the slope of the force curve at F=0
r
• Young’s Modulus is the “spring
constant” for a solid.
σ = Eε
att
⎛ dF ⎞
E ∝⎜
⎟
⎝ dr ⎠ r0
Force
⎛ dF ⎞
⎜
⎟
⎝ dr ⎠ r0
r
rep
ES 021
Mechanical Testing and
Properties
9
Poisson’s Ratio
• During elastic deformation, (i.e. prior to permanent deformation)
the volume is not constant.
• The contraction in the transverse direction is given by
Poisson’s Ratio
ν=
−εx
εz
=
−εy
εz
• For most metals, ν ≈ 0.3
ES 021
Mechanical Testing and
Properties
10
5
Plastic Deformation
• On initial loading, materials deform
elastically.
• If you continue to deform the material
Hooke’s Law is no longer obeyed
• Permanent or plastic deformation
occurs.
ES 021
Mechanical Testing and
Properties
11
The Yield Strength
• For materials that deform plastically, the stress at which the curve is
no longer linear is the yield strength of the material.
• In many cases, the transition is too gradual to determine accurately.
In these cases, we define the 0.2% offset yield strength
ES 021
Mechanical Testing and
Properties
12
6
Upper and Lower Yield Point
• Some materials, the best example is
carbon steel, have an upper and
lower yield point.
• Why this happens is discussed in
Chapter 7.
ES 021
Mechanical Testing and
Properties
13
Tensile Strength
• We know from experience that plastic deformation can not go on
forever…
• If we continue to deform the material, the load (stress) reaches a
maximum and then begins to decrease.
• The point of maximum stress
is called the (Ultimate)
Tensile Strength
• It is at this point that the
specimen starts to “neck”
ES 021
Mechanical Testing and
Properties
14
7
Ductility
• A material is considered to be ductile if it can undergo a
significant amount of plastic deformation before fracture.
ES 021
Mechanical Testing and
Properties
15
Ductility
• Ductility is an indication of how much a material can be
plastically deformed before it fractures.
• It is commonly measured as:
•
% Elongation
% EL =
l f − l0
l0
× 100%
= ε f × 100%
•
% Reduction in Area
ES 021
% RA =
A0 − A f
A0
× 100%
Mechanical Testing and
Properties
16
8
Stress-Strain Curve
• When a material is pulled in tension:
– it elongates in the tensile direction
– and contracts in the transverse direction(s)
• The tensile test measures the change in length. We need to be
able to determine the change in cross-section
• From the yield point to the onset of necking, we can do this by
assuming that the volume is constant:
A0 × l0 = Ai × li
ES 021
Mechanical Testing and
Properties
17
True Stress and True Strain
• In some cases, particularly when modeling deformation
processes, engineering stress and strain are not exact enough
descriptions of the material behaviour. We need to use:
• True Stress:
σ=
F
Ai
l1
• True Strain:
ε=∫
l0
dl
l
⎛l ⎞
⎛A ⎞
= ln⎜⎜ 1 ⎟⎟ = ln⎜⎜ 0 ⎟⎟
⎝ A1 ⎠
⎝ l0 ⎠
ES 021
Mechanical Testing and
Properties
18
9
Elastic Recovery
• If the load is removed from the specimen during a tensile test,
the material “springs back” elastically.
• If you continued to plot stress and strain as the load is being
removed…
• … the curve would not go
straight down,
• The unloading curve will have
a slope equal to Young’s
Modulus.
ES 021
Mechanical Testing and
Properties
19
Temperature Effects
• In general, increasing the temperature of deformation:
– decreases yield strength
– decreases tensile strength
– increases ductility
ES 021
Mechanical Testing and
Properties
20
10
The Hardness Test
• A measure of the materials ability to resist an indentation.
• There are a number of common hardness test methods:
– Rockwell: (based on depth of indentation)
• many scales (B&C most common)
• Fast, surface preparation not normally required
– Brinell:(based on surface area of indentation)
• Relatively large indent is made (can be detrimental)
• Limited to softer materials (indenter is steel or WC)
– Vickers:(based on projected area of indentation)
• Usually a microhardness test – very small indentation. The indenting
mechanism is incorporated into a microscope.
• Surface must be polished because the indentation is so small.
• VHN can be directly related to the strength of the material.
ES 021
Mechanical Testing and
Properties
21
The Hardness Test
ES 021
Mechanical Testing and
Properties
22
11
Hardness Tests
ES 021
Mechanical Testing and
Properties
23
12