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Tensile test
1. Tensile Test
V K Jadon
V K Jadon, Professor, Mechanical Engineering
2. V K Jadon, Professor, Mechanical Engineering
Tensile Test
Elongation(%) and Reduction in Area(%)
Resilience and Toughness
Material Properties
3. V K Jadon, Professor, Mechanical Engineering
Maximum induced stress at any point in a loaded machine member <= Design Stress
Design Stress =
ππ‘πππππ‘β
πΉπππ‘ππ ππ πππππ‘π¦
How many design equations are needed for one component to fix one dimension of a member?
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Design equation for Strength (Static Load)
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4. Engineering stress or stress
π =
πΉ
π΄ π
Engineering strain or strain
π =
π πβπ π
π π
Tensile Test
The cross-section of specimen can be circular,
square and rectangular (IS 1608-2005)
π0 = 5 Γ π· for circular section
π0 = 5.65βπ΄0 for non-circular section
Tensile Test is conducted to know mechanical
strength, elastic constant and ductility of material.
π π = 6 ππ π π = 30 ππ
Representative Curve for Mild Steel (Not as per data)
V K Jadon, Professor, Mechanical Engineering
Load
(kN)
Elongation
(mm)
0.25 0.01
0.50 0.05
0.91 0.10
1.15 0.30
1.57 0.50
3.32 0.80
8.36 1.5
6. Load
(kN)
Elongation
(mm)
0.25 0.0013
0.50 0.0030
0.91 0.0051
1.15 0.0063
1.57 0.0085
3.32 0.0180
8.36 0.0750
π π = 6 ππ; π π = 30 ππ; π΄ π = 26.27 ππ2
Stress
(MPa)
Longitudinal
Strain
9.51 0.000045
19.03 0.00010
34.46 0.00017
43.78 0.00021
59.76 0.00028
126.38 0.00060
318.23 0.0025
π = 0.29
π = β πππ‘ππππ π π‘ππππ
ππππππ‘π’πππππ π π‘ππππ
Lateral Strain Reduction in
Diameter (mm)
β1.35 Γ 10β5
8.1 Γ 10β5
β2.90 Γ 10β5 1.74 Γ 10β4
β4.93 Γ 10β5 2.96 Γ 10β4
β6.09 Γ 10β5 3.65 Γ 10β4
β8.12 Γ 10β5 4.875 Γ 10β4
β17.4 Γ 10β4
1.04 Γ 10β3
β72.5 Γ 10β4
4.35 Γ 10β3
%
Elongation
% reduction
in Area
0.00433 0.00261
0.01 0.0058
0.017 0.00986
0.021 0.01218
0.02833 0.016239
0.06 0.034797
0.25 0.144947
% ππππ’ππ‘πππ ππ ππππ, π =
π΄ π β π΄ π
π΄ π
Γ 100
π πππ’ππ‘πππ ππ πππ = βπΏππ‘ππππ ππ‘ππππ Γ π0
% πππππππ‘πππ =
π π β π π
π π
Γ 100
A material is accepted as ductile if it shows more than 5 percent elongation at fracture.
In general, the tendency of a material to be brittle increases with decrease in temperature; increases with rate of loading;
and change in state of stress from uniaxial to triaxial tension.
Ductility is the most desirable property for the operations like bending, drawing, forming etc.
The ductility and brittleness of a material may also be affected due to manufacturing process e.g. the casting of a
material is less ductile than the cold/hot working of the same material.
Tensile Test : Material Properties
V K Jadon, Professor, Mechanical Engineering
7. Shear, Bulk, Resilience and Toughness Modulus
Shear Modulus (G) is defined as the ratio of shear stress (Ο) to shear strain
(Ο) within elastic range and it represents the resistance offered by a material
to geometric distortion. This is also called as Modulus of Rigidity
πΊ = π
πΎ This is related to Modulus of Elasticity πΊ = πΈ
2(1+π)
Bulk Modulus (K) is a measure of the elastic
volume change in a material and is defined as
πΎ = π»π¦πππ’π π‘ππ‘ππ ππ‘πππ π
ππππ’πππ‘πππ ππ‘ππππ
This is related to Modulus of Elasticity
πΎ = πΈ
3(1β2π)
Reciprocal of the bulk modulus is called compressibility.
Resilience
When the material undergoes elastic deforma
tion, positive work is done on the material
WD=product of average load and total change in length
This ability of a material to absorb energy when
deformed elastically and release the energy when
unloaded is known as resilience.
Stress
Strain
Modulus of Resilience (MR) is the area under
the stress-strain curve till elastic limit.
ππ =
1
2
(π π¦π‘)(π) ππ =
1
2
π π¦π‘
2
πΈ
Modulus of Toughness (MT) is the area
under the stress-strain curve till fracture.
Toughness is a measure of the ability to absorb energy in
plastic range i.e. the ability of a material to withstand
occasional stress above yield strength without failure.
ππππ’ππ‘πππ =
1
2
(π π¦π‘ + π π’π‘)ππ
ππ
ππππππ‘π‘ππ =
2
3
(π π’π‘)ππ
This property is desirable in the components such as freight
car, gears, crane hooks etc., where shock loading is present.
MR is desirable property for the components not
undergo permanent deformation (springs etc.)
V K Jadon, Professor, Mechanical Engineering