Homogeneous
Isotropic
Elastic
None of these
Shear
Tensile
Bending
Compressive
Stress
Strain
Modulus of elasticity
Modulus of rigidity
Depends on elastic constants
Does not depend on elastic constants
Depends partially on elastic constants
None
Area
Length
Load
VolumeÂ
Mm/m
Mm/mm
M/mm
No unitsÂ
Elastic limit
Yield point
Limit of proportionality
Ultimate point
Bulk modulus
Modulus of rigidity
Young’s modulus
Modulus of elasticity
Stress
Modulus of rigidity
Pressure
Any one of these
PL/AE
PLA/E
PLE/A
AE/PL
100 GPa
205 MPa
205 GPa
100 MPa
1N/m2
1N/mm2
IKN/m2
1kN/mm2
Double
Four times
Half
Equal to
Two-third
One-third
Half
Equal to
1000 l/L
L/L
0.001 1l/L
None of these
2m, 1mm
4m,2mm
8m,4 mm
12 m,6mm
10 MPa
20 MPa
30 MPa
40 MPa
0.5
> 0.5
< 0.5
>1
Modulus of elasticity
Coefficient of linear expansion
Change in temperature
All of these
Ultimate stress to allowable stress
Ultimate stress to yield stress
Allowable stress to ultimate stress
Allowable stress to yield stress
Axial strain to transverse strain
Transverse strain to axial strain
Shear strain to axial strain
Axial strain to shear strain
E/2(1-v)
E/2(1+v)
2E/(1-v)
2E/(1+v)
3K/(1 + 2v)
3K(1 + 2v)
3K/(1 -2v)
3K(1 -2 v)
3/(1+ 2v)
3(1-2 v)
3(1-v)
None of these
9KG/ K+3G
9KG /K+3G
3K + G/ 9KG
K+3G/9KG
233.3 GPa
133.3 GPa
250 GPa
160 GPa
14/5
5/7
7/5
5/14
Modulus of rigidity
Elastic limit
Poisson’s ratio
Modulus of elasticity
Ultimate point
Yield point
Elastic limit
Nypture point
Elastic
Plastic
Ultimate
Rupture
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