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Lecture notes from MECH 321 at Concordia University, covering topics on torsion and dislocations in mechanical engineering. The notes include explanations on the relationship between torque, twist angle, and shear stress, as well as the theory behind torsion and the concept of dislocations. The document also discusses the importance of torsion tests and the use of torsion machines.
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Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
1
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
shaft is proportional to the applied torque andto the shaft length.
T^ L
∝ ∝
φ φ
of a circular shaft remains plane andundistorted, because a circular shaft isaxisymmetric.
axisymmetric) shafts are distorted whensubjected to torsion.
machine axles, drive shafts and twist drills
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
3
T
T
→
T
= Torsional moment
τ
= shear stress
r = radial distance from centreJ = Polar moment of inertia
4 Often tests are done ontubular cross sections
12
c
J
π
=
r
Shear stress is zero at centre of bar increasing linearly to max at surface.
3
max
2
c M
T
π
τ
=
(^41)
(^42)
12
c
c
J
−
=
π
r
)
2 (
(^41)
42
2
max
c
c
c
M
T −
=
π
τ c
2
= outer radius
c
1
= inner radius
r
tan
Shear Strain:
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
Troptometer
Torsion machine
Torsion machines use an electricalmotor and gear drive to apply a torqueto the specimen
The specimen is gripped on both ends,with one end remaining stationary andthe other rotated by the motor
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
5
T
r
tan
Torsion Test
T
T J
L
M
G
θ
=
J
r
M
G
T
γ
τ
=
=
→
3
max
u
π
τ
3
a
a
If r = a, then:
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
to the shaft axis are subjected to shear stressesonly. Normal stresses, shearing stresses or acombination of both may be found for otherorientations.
max
0
0
max
45
0
max
0
max
2
2
2
45
cos
2 o
τ
τ
σ
τ
τ
=
=
=
=
=
A
A
F A
A
A
F
a
is in ……… shear.
a
and
c
have
the same magnitude
c
is subjected to a tensile stress on
two faces and compressive stress on the othertwo.
o
to the shaft axis,
Torsional Failure Modes
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
7
shear. Brittle materials are weakerin tension than shear.
specimen breaks along a plane of maximum shear
, i.e., a plane
perpendicular to the shaft axis.
specimen breaks along planes………………. to the direction inwhich tension is a maximum, i.e.,along surfaces at 45
o
to the shaft
axis.
Torsional Failure Modes
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
Why metals could be plastically deformed?
Why the plastic deformation properties could be changed
to a very large degree by forging without changing thechemical composition?
Why plastic deformation occurs at stresses that are much
smaller than the theoretical strength of perfect crystals?
Plastic deformation – the force to break all bonds in the
slip plane is much higher than the force needed to cause thedeformation. Why?
These questions can be answered based on the idea proposed in1934 by Taylor, Orowan and Polyani:
Plastic deformation is
due to the motion of a large number of ……………..
Plastic Deformation
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
13
3
annealed metal: 10
5
6
mm
deformed: 10
9
10
mm
Regions of compression (dark) and
tension (colored) located around an edge
dislocation.
Dislocations
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
+ve
+ve
-ve
→
0
Dislocation Interaction
repulsion
attractive
Two extra half-planes will align and become a complete plane
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
15
When compared to experimental shear yield strengths, commonmetals are 1000 to 10,000 times weaker than theory predicts. Theoretical Shear Strength,
τ
TH
π
to
G/30 depending on method.
Theoretical vs. Experimental Mech properties
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
…………..
.
Recall: SLIP SYSTEMS DEPEND ONTHE CRYSTAL STRUCTUREOF THE MATERIAL!
Under applied shear stress, dislocations can move by breaking bonds CONSECUTIVELY
(rather than simultaneously).
Requires less energy, (reason why expt. Shear strength is lower).Deformation by dislocations movement is called
Movement of Dislocations
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
17
number of slip systems
with temperature e.g. HCP
metals
more ductile at high temperature
Slip Systems
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
Edge dislocations can move “out” of theslip plane by non-conservative motion.Requires diffusion of vacancies to bottomof extra 1/2 plane thus dislocationCLIMBS to a higher SLIP plane.Thermally activated process (diffusion +number of vacancies) so usually onlyimportant at high temps. > 0.5 T
m
Dislocation climb involvingvacancy () diffusion to edgedislocation allowing its movementto climb from plane A to plane B.
Movement of Dislocations
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
19
Movement of Dislocations
Can dislocations climb?
Dr. M. Medraj
Mech. Eng. Dept. - Concordia University
MECH 321 lecture 3/
Strength of a perfect Crystals