UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT...
-
Upload
claire-bradley -
Category
Documents
-
view
249 -
download
18
Transcript of UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT...
![Page 1: UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT SIT LONAVALA Strength of Materials.](https://reader036.fdocuments.us/reader036/viewer/2022082400/56649f575503460f94c7b911/html5/thumbnails/1.jpg)
Strength of Materials
UNIT-01. SIMPLE STRESSES and STRAINS
Lecture Number - 02Prof. M. N. CHOUGULE
MECHANICAL DEPARTMENT SIT LONAVALA
![Page 2: UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT SIT LONAVALA Strength of Materials.](https://reader036.fdocuments.us/reader036/viewer/2022082400/56649f575503460f94c7b911/html5/thumbnails/2.jpg)
Strength of Materials
AGENDA
• Modulus of Elasticity(E)• Modulus of Rigidity(G)• Bulk Modulus(K)• Relation between E, G,K.• Factor of Safety• Numerical
![Page 3: UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT SIT LONAVALA Strength of Materials.](https://reader036.fdocuments.us/reader036/viewer/2022082400/56649f575503460f94c7b911/html5/thumbnails/3.jpg)
Strength of Materials
Modulus of Elasticity(E)
• Within elastic limit of material, in which Hook's law obeyed Stress is directly proportional to strain.
Where, E=Constant of proportionality
(Modulus of Elasticity)
StrainStress
EConstStrain
Stress 2mm
N
![Page 4: UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT SIT LONAVALA Strength of Materials.](https://reader036.fdocuments.us/reader036/viewer/2022082400/56649f575503460f94c7b911/html5/thumbnails/4.jpg)
Strength of Materials
Modulus of Rigidity(G)
• Within elastic limit,Shear stress α Shear strain
Where, G =constant of Proportionality (Modulus of Rigidity)
GConstnShearStrai
sShearStres
2mm
N
![Page 5: UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT SIT LONAVALA Strength of Materials.](https://reader036.fdocuments.us/reader036/viewer/2022082400/56649f575503460f94c7b911/html5/thumbnails/5.jpg)
Strength of Materials
Bulk Modulus(K)
• Ratio of Direct stress or Hydrostatic pressure and volumetric strain produced is called bulk modulus.
F
AF
F
P
DV
V
A (surface area)
ve
Strain Volumetric
StressDirect =K
2mm
N
![Page 6: UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT SIT LONAVALA Strength of Materials.](https://reader036.fdocuments.us/reader036/viewer/2022082400/56649f575503460f94c7b911/html5/thumbnails/6.jpg)
Strength of Materials
Relation between Modulus of Elasticity(E) Modulus of Rigidity(G) and Bulk Modulus(K)
• Relation between Modulus of Elasticity(E) Modulus of Rigidity(G) is,
• Relation between Modulus of Elasticity(E) and Bulk Modulus(K) is,
• Relation between Modulus of Elasticity(E) Modulus of Rigidity(G) and Bulk Modulus(K) is,
)1(2E G
)21(3E K
)3(
9E
GK
KG
![Page 7: UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT SIT LONAVALA Strength of Materials.](https://reader036.fdocuments.us/reader036/viewer/2022082400/56649f575503460f94c7b911/html5/thumbnails/7.jpg)
Strength of Materials
Factor of Safety
• The load which any member of a machine carries is called working load, and stress produced by this load is the working stress.
• This working stress is also called the permissible stress or the allowable stress or the design stress.
w
ut
Stress or WorkingDesign
Stress Yieldor Ultimate=Safty ofFactor
![Page 8: UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT SIT LONAVALA Strength of Materials.](https://reader036.fdocuments.us/reader036/viewer/2022082400/56649f575503460f94c7b911/html5/thumbnails/8.jpg)
Strength of Materials
Numericals
Q.1.For a certain material E=210 GPa ,μ=0.3.Calculate values of other two elastic constants.
Ans. 210 = 2G(1+0.3)
210 =3K(1-2x0.3)
)1(2E G
G=80.77 GPa.
)21(3E K
K=175 GPa.
![Page 9: UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT SIT LONAVALA Strength of Materials.](https://reader036.fdocuments.us/reader036/viewer/2022082400/56649f575503460f94c7b911/html5/thumbnails/9.jpg)
Strength of Materials
Q.2.A bar of cross section 8 mm x 8 mm is subjected to axial pull of 7 kN. The lateral dimensions of bar are found to have reduced by 1.5 x 10-3 mm. Find Poisson's ratio and Modulus of Elasticity, Assuming G=80 GPa.
Ans. Find -normal stress=109.375 MPa; Longitudinal strain =stress/E=109.375/E.Lateral strain = Change in dimension/ original dim.
= 0.0015/8 =1.875x 10-4
Poison's ratio (μ) = lateral strain / longitudinal strain we get, E=583.33 x 103 μ………..(i)
E=160 x 103 (1+μ)…..(ii)Equating i ,ii we get, μ=0.377,E=220.47 GPa.
)1(2E G
![Page 10: UNIT-01. SIMPLE STRESSES and STRAINS Lecture Number - 02 Prof. M. N. CHOUGULE MECHANICAL DEPARTMENT SIT LONAVALA Strength of Materials.](https://reader036.fdocuments.us/reader036/viewer/2022082400/56649f575503460f94c7b911/html5/thumbnails/10.jpg)
Strength of Materials
Q.3.A material has modulus of rigidity equal to 0.4x105 N/mm2 and Bulk modulus equal to 0.95 x105 N/mm2 then find value of Young’s modulus in GPa.
Ans. Use,
E=105 GPa)3(
9E
GK
KG