Lecture Notes: Torsion and Dislocations in Mechanical Engineering, Lecture notes of Mechanics of Materials

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.

Typology: Lecture notes

2021/2022

Uploaded on 09/07/2022

adnan_95
adnan_95 🇮🇶

4.3

(39)

918 documents

1 / 6

Toggle sidebar

This page cannot be seen from the preview

Don't miss anything!

bg1
Dr. M. Medraj Mech. Eng. Dept. - Concordia University MECH 321 lecture 3/1
Outline
•Example
Torsion - introduction
Torsion test
Torsional Failure Modes
Plastic deformation
Dislocations – introduction
Edge Dislocation
Dislocation movements
Dr. M. Medraj Mech. Eng. Dept. - Concordia University MECH 321 lecture 3/2
From observation, the angle of twist of the
shaft is proportional to the applied torque and
to the shaft length.
L
T
φ
φ
When subjected to torsion, every cross-section
of a circular shaft remains plane and
undistorted, because a circular shaft is
axisymmetric.
Cross-sections of noncircular (non-
axisymmetric) shafts are distorted when
subjected to torsion.
Torsion - Introduction
Torsion is a variation of shear occurring in
machine axles, drive shafts and twist drills
Dr. M. Medraj Mech. Eng. Dept. - Concordia University MECH 321 lecture 3/3
Torsion - Theory
J
rMT
=
τ
r
J
MT=
τ
MT= Torsional moment
τ= shear stress
r = radial distance from centre
J = Polar moment of inertia
Often tests are done on
tubular cross sections
4
2
1cJ
π
=
r
Shear stress is zero at centre of bar
increasing linearly to max at surface.
3
max
2
c
MT
π
τ
=
(
)
4
1
4
2
2
1ccJ =
π
r
)(
2
4
1
4
2
2
max cc
cMT
=
π
τ
c2= outer radius
c1= inner radius
L
r
θ
φγ
== tan
Shear Strain:
Dr. M. Medraj Mech. Eng. Dept. - Concordia University MECH 321 lecture 3/4
Torsion Test
Not as common in testing as tensile test.
Torsion test samples (similar to tensile samples).
But also used on full sized parts such as shafts, axles, drills etc.
Troptometer
Torsion machine
Torsion machines use an electrical
motor and gear drive to apply a torque
to the specimen
The specimen is gripped on both ends,
with one end remaining stationary and
the other rotated by the motor
Troptometers are used to measure how
much the specimen has been twisted.
Combining this twisting information with
the applied torque, we are able to
determine the mechanical properties of the
specimen.
pf3
pf4
pf5

Partial preview of the text

Download Lecture Notes: Torsion and Dislocations in Mechanical Engineering and more Lecture notes Mechanics of Materials in PDF only on Docsity!

Dr. M. Medraj

Mech. Eng. Dept. - Concordia University

MECH 321 lecture 3/

1

Outline

• Example• Torsion - introduction• Torsion test• Torsional Failure Modes• Plastic deformation• Dislocations – introduction• Edge Dislocation• Dislocation movements

Dr. M. Medraj

Mech. Eng. Dept. - Concordia University

MECH 321 lecture 3/

  • From observation, the angle of twist of the

shaft is proportional to the applied torque andto the shaft length.

T^ L

∝ ∝

φ φ

  • When subjected to torsion, every cross-section

of a circular shaft remains plane andundistorted, because a circular shaft isaxisymmetric.

  • Cross-sections of noncircular (non-

axisymmetric) shafts are distorted whensubjected to torsion.

Torsion -

Introduction

  • Torsion is a variation of shear occurring in

machine axles, drive shafts and twist drills

Dr. M. Medraj

Mech. Eng. Dept. - Concordia University

MECH 321 lecture 3/

3

Torsion -

Theory

J

r

M

T

r

J

M

T

M

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

L

r

tan

Shear Strain:

Dr. M. Medraj

Mech. Eng. Dept. - Concordia University

MECH 321 lecture 3/

Torsion Test

Not as common in testing as tensile test.

Torsion test samples (similar to tensile samples).

But also used on full sized parts such as shafts, axles, drills etc.

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

  • Troptometers are used to measure howmuch the specimen has been twisted.• Combining this twisting information withthe applied torque, we are able todetermine the mechanical properties of thespecimen.

Dr. M. Medraj

Mech. Eng. Dept. - Concordia University

MECH 321 lecture 3/

5

During test, measure angle of twist,

(in radians) and plot against M

T

L

r

tan

Torsion Test

Shear stress

in plastic region can be

calculated using diagram of M

T

vs.

In elastic region, we canmeasure shear modulus, G:

T J

L

M

G

θ

=

J

r

M

G

T

γ

τ

=

=

/L)

Also the

ultimate torsional shear

strength

Modulus of Rupture

3

max

a

M

u

π

τ

3

CD

BC

a

a

If r = a, then:

Dr. M. Medraj

Mech. Eng. Dept. - Concordia University

MECH 321 lecture 3/

  • Elements with faces parallel and perpendicular

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

  • Element

a

is in ……… shear.

  • Note that all stresses for elements

a

and

c

have

the same magnitude

  • Element

c

is subjected to a tensile stress on

two faces and compressive stress on the othertwo.

  • Consider an element at 45

o

to the shaft axis,

Torsional Failure Modes

Dr. M. Medraj

Mech. Eng. Dept. - Concordia University

MECH 321 lecture 3/

7

  • Ductile materials generally fail in

shear. Brittle materials are weakerin tension than shear.

  • When subjected to torsion, a ductile

specimen breaks along a plane of maximum shear

, i.e., a plane

perpendicular to the shaft axis.

  • When subjected to torsion, a brittle

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

dislocations are

intrinsic

defects

like vacancies

dislocation density

is the total

dislocation length/unit volume

units: mm/mm

3

or mm

annealed metal: 10

5

6

mm

deformed: 10

9

10

mm

atoms above slip plane are incompression

atoms below slip plane are intension

creates a

strain field

around the

dislocation

dislocations contain

stored energy

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/

dislocations ………. duringplastic deformation

dislocations can either

repel

or

attract

one another

depends on orientation or

sign

(positive or negative)

important since deformationincreases dislocation density →

work hardening

this is a strengtheningmechanism

+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

G/

π

to

G/30 depending on method.

Theoretical vs. Experimental Mech properties

Dr. M. Medraj

Mech. Eng. Dept. - Concordia University

MECH 321 lecture 3/

  • The combination of C-P plane (the slip plane) and C-P direction(the slip direction) is called a

…………..

.

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

SLIP.

Movement of Dislocations

Dr. M. Medraj

Mech. Eng. Dept. - Concordia University

MECH 321 lecture 3/

17

The more slip systems available, the easier it is for dislocations tomove, which is why (on the average) FCC and BCC metals aremore ductile than HCP metals.

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

(K)

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

when atoms leave the

dislocation line to create

interstitials or to fill vacancies

Movement of Dislocations

Can dislocations climb?

or when atoms are attached to

the dislocation line by

creating vacancies or

eliminating interstitials

Dr. M. Medraj

Mech. Eng. Dept. - Concordia University

MECH 321 lecture 3/

If we have a material

without

dislocations (i.e. SLIP

cannot occur)!!

Is the strength closer to the theoretical value?

Quite close; onlyx10 not

x10,000.

Strength of a perfect Crystals