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Shaft & Torsion
1. Angle of Torsion & Specific Angle of Torsion
2. Stress & Strain under Torque
3. Design of Shaft Diameter
Goal
1/18
Shaft & Torque & Torsion
Shaft
Torque
Torsion:Twisting due to applied torque
Torque:Moment around axis line
[N・m]T
Torsional moment
2/18
Axis line
Machine Elements
Subjected to Torque
Ref. JAXA
3/18
Ref. waterstarmotors.clearmechanic.com
Angle of Torsion
Specific Angle of Torsion
TA B
B’
φ(x)
θ
ℓ
x
θ
dφ(x)
dx
=
:Specific angle of torsionθ
[ rad/m ]
Angle of torsion per unit length
r
:Angle of torsion
[ rad ]
θ
Angle between two ends 4/18
Fixed
Round Bar
Uniform cross-section
=ℓ θθ
θ=
θ
ℓ
5/18
is constant in every cross-sectionθ
Shear Deformation by Torsion
a
b c
d a’
b’
c’
d’
γ
a
b c
d a’
b’ c’
d’
AfterBefore
6/18Shear deformation on shaft surface
No axial force
Shear Strain
A B
B’ θ
T
γ
ℓ
r
BB’ = γℓ = rθ
γ= r
ℓ
θ = rθ 7/18
Fixed
Shear Strain & Stress
γ = rθ
ℓ
θ= r
τ = G γ
= Grθ
ℓ
θ= Gr
r
γ
r
τ
・angle of torsion
・radius
Strain distribution
Stress distribution
Max. on surface
8/18
G:Shear modulus [Pa]
・length
Proportional to
Inverse
proportional to
Relationship
between Torque and Shear Stress
τ (ρ)
ρ
dρ
r
dA = 2πρdρ
T T =
A
ρ・τ (ρ) dA
τ (ρ)= τ
r
ρ
= ρ dρ32π τr
r
0
=
2
πr3
τ
τ
τ =
πr3
2
T
9/18
Polar moment of inertia of Area
=Ip
A
ρ dA2
=
r
0
・2πρdρρ2
2
π
r4
=
ρ
dρ
dA = 2πρdρ 10/18
Torsional Rigidity
θ= T
πr4
2
G
=
Ip
T
G
1
IpG : Torsional rigidity
Torque to produce twist of 1[rad]
Ip
2
π
r4
=
2
π
r4
1
T=
11/18
∵
G
Relationship with Torque
32
πd3
( )d: diameter
τ =
πr3
2
T
γ = T=
G
τ
πr3
2
G
θ = r
γ
= T
πr4
2
G
T
T
πr3
32
G
T
πr4
64
G
=
r
Ip
T
=
r
T
IpG
=
Ip
T
G
1
12/18
[Exercise] Stepped Round Bar
θAB
πr4
2
G
ℓ1T
1
= θBC
πr4
2
G
ℓ2T
2
=
θAB θBC+θ =
π
2
G
T ℓ1
r4
1
+
ℓ2
r4
2
( )=
T
ℓ1 ℓ2
G
A B C
θ
Left end is fixed
T is applied at C
Q. Angle of twist
at right end ?
: Torque on cross-sectionT
r1 r2
13/18
Fixed
[Exercise]
Allowable Stress & Shaft Diameter
Allowable shear stress:τa
Torque:T
Q. Shaft diameter?
Max. shear stress
Max. stress Allowable−
<
=
πr3
2
Tτmax
τ τa−
<
max
r 3
πτa
2T−>
14/18
Hollow Shaft
If hollow
r
τ
Stress is small in center
=Bearing torque is small
Not much decrease in capacity of bearing torque
Decrease in mass
15/18
Stress distribution
Shear Stress of Hollow Shaft
Torque
r
rin
T
n=
rin
outr
out
=
πr3
2 T
τ
( )n−1
4
out
τ
outr
rin
T =
A
ρ・τ (ρ) dA
outr
= ρ dρ32π τ
rinoutr
τ (ρ)= τ
ρ
outr
=
2 outr
π τ rin
44
−( )rout
16/18
[Exercise]
Solid vs. Hollow Round Shaft
Allowable shear stress :τa Torque:T
Radius Mass (Vol.)
Solid
Hollow
Hollow
Solid 1.022 0.78
2.2 % increase 22 % decrease
r 3= πτa
2T πr2
ℓV=
V=
n =
2
1
π ℓrin
22
−( )routoutr = 3
πτa
2T
( )n−1 4
17/18
Summary
1. Angle of Torsion, Specific Angle of Torsion
2. Stress & Strain under Torque
3. Design of Shaft Diameter
:Specific angle of Torsionθ [ rad/m ]
Angle of torsion per unit length
Allowable shear stress :τa
18/18
:Angle of Torsion [ rad ]θ
Angle between two ends

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Shaft & Torsion

  • 1. Shaft & Torsion 1. Angle of Torsion & Specific Angle of Torsion 2. Stress & Strain under Torque 3. Design of Shaft Diameter Goal 1/18
  • 2. Shaft & Torque & Torsion Shaft Torque Torsion:Twisting due to applied torque Torque:Moment around axis line [N・m]T Torsional moment 2/18 Axis line
  • 3. Machine Elements Subjected to Torque Ref. JAXA 3/18 Ref. waterstarmotors.clearmechanic.com
  • 4. Angle of Torsion Specific Angle of Torsion TA B B’ φ(x) θ ℓ x θ dφ(x) dx = :Specific angle of torsionθ [ rad/m ] Angle of torsion per unit length r :Angle of torsion [ rad ] θ Angle between two ends 4/18 Fixed
  • 5. Round Bar Uniform cross-section =ℓ θθ θ= θ ℓ 5/18 is constant in every cross-sectionθ
  • 6. Shear Deformation by Torsion a b c d a’ b’ c’ d’ γ a b c d a’ b’ c’ d’ AfterBefore 6/18Shear deformation on shaft surface No axial force
  • 7. Shear Strain A B B’ θ T γ ℓ r BB’ = γℓ = rθ γ= r ℓ θ = rθ 7/18 Fixed
  • 8. Shear Strain & Stress γ = rθ ℓ θ= r τ = G γ = Grθ ℓ θ= Gr r γ r τ ・angle of torsion ・radius Strain distribution Stress distribution Max. on surface 8/18 G:Shear modulus [Pa] ・length Proportional to Inverse proportional to
  • 9. Relationship between Torque and Shear Stress τ (ρ) ρ dρ r dA = 2πρdρ T T = A ρ・τ (ρ) dA τ (ρ)= τ r ρ = ρ dρ32π τr r 0 = 2 πr3 τ τ τ = πr3 2 T 9/18
  • 10. Polar moment of inertia of Area =Ip A ρ dA2 = r 0 ・2πρdρρ2 2 π r4 = ρ dρ dA = 2πρdρ 10/18
  • 11. Torsional Rigidity θ= T πr4 2 G = Ip T G 1 IpG : Torsional rigidity Torque to produce twist of 1[rad] Ip 2 π r4 = 2 π r4 1 T= 11/18 ∵ G
  • 12. Relationship with Torque 32 πd3 ( )d: diameter τ = πr3 2 T γ = T= G τ πr3 2 G θ = r γ = T πr4 2 G T T πr3 32 G T πr4 64 G = r Ip T = r T IpG = Ip T G 1 12/18
  • 13. [Exercise] Stepped Round Bar θAB πr4 2 G ℓ1T 1 = θBC πr4 2 G ℓ2T 2 = θAB θBC+θ = π 2 G T ℓ1 r4 1 + ℓ2 r4 2 ( )= T ℓ1 ℓ2 G A B C θ Left end is fixed T is applied at C Q. Angle of twist at right end ? : Torque on cross-sectionT r1 r2 13/18 Fixed
  • 14. [Exercise] Allowable Stress & Shaft Diameter Allowable shear stress:τa Torque:T Q. Shaft diameter? Max. shear stress Max. stress Allowable− < = πr3 2 Tτmax τ τa− < max r 3 πτa 2T−> 14/18
  • 15. Hollow Shaft If hollow r τ Stress is small in center =Bearing torque is small Not much decrease in capacity of bearing torque Decrease in mass 15/18 Stress distribution
  • 16. Shear Stress of Hollow Shaft Torque r rin T n= rin outr out = πr3 2 T τ ( )n−1 4 out τ outr rin T = A ρ・τ (ρ) dA outr = ρ dρ32π τ rinoutr τ (ρ)= τ ρ outr = 2 outr π τ rin 44 −( )rout 16/18
  • 17. [Exercise] Solid vs. Hollow Round Shaft Allowable shear stress :τa Torque:T Radius Mass (Vol.) Solid Hollow Hollow Solid 1.022 0.78 2.2 % increase 22 % decrease r 3= πτa 2T πr2 ℓV= V= n = 2 1 π ℓrin 22 −( )routoutr = 3 πτa 2T ( )n−1 4 17/18
  • 18. Summary 1. Angle of Torsion, Specific Angle of Torsion 2. Stress & Strain under Torque 3. Design of Shaft Diameter :Specific angle of Torsionθ [ rad/m ] Angle of torsion per unit length Allowable shear stress :τa 18/18 :Angle of Torsion [ rad ]θ Angle between two ends

Editor's Notes

  1. 仮想切断面を図示する
  2. この式から内部のせん断ひずみ,せん断応力も分かる
  3. 丸棒の!
  4. ばしょによらずT
  5. 一度説明して数字を変えて同じことをやってもらう? なんで?
  6. 分母分子が逆でした!