Strength of Materials I EGCE201 กำลังวัสดุ 1
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Transcript Strength of Materials I EGCE201 กำลังวัสดุ 1
Strength of Materials I
EGCE201 กำลังวัสดุ 1
Instructor:
ดร.วรรณสิ ริ พันธ์อุไร (อ.ปู)
ห้องทำงำน: 6391 ภำควิชำวิศวกรรมโยธำ
E-mail: [email protected]
โทรศัพท์: 66(0) 2889-2138 ต่อ 6391
www.egmu.net/~civil/wonsiri
Shearing Stress in Multiple Shafts
Static equilibrium must be satisfied.
The vector of all applied torques = 0
TA+TB+TC+TD=0
The shearing stress at any point in the shaft is a function of the
Internal torque on a plane containing the point. The maximum
Stress is computed from
Internal torque
Radius of the shaft
Tc
max
J
The polar moment of inertia
The shearing stress at a point on shaft
through which section 1 passes can only
be defined once the internal torque is
determined.
From the free-body diagram, the internal torque
at the section
The shearing stress is given by
T1c1
J1
The shearing stress at a point on shaft
through which section 2 passes can only
be defined once the internal torque is
determined.
From the free-body diagram, the internal torque at the section
The shearing stress is given by
T2 c2
J2
Angle of Twist in Multiple Shafts
For this shaft sections AB, BC,
and CE will each have
different
- Internal torque (FBD)
- Polar moment of inertia
- Shear Modulus
- Length
The angle of twist of the end of a shaft consisting of
N sections is expressed as
n
Ti Li
i 1 Gi J i
Relative Rotation
fixed
In some situations both ends of
a shaft rotate. The angle of twist
is the angle through which one end
rotates w.r.t the other.
A/ B
Both rotates
Shaft AB
TL
A B
JG
Shearing Stress on inclined planes
Shearing Stress on inclined planes
Statically Indeterminate Shafts
• Both ends of the shaft are built in, leading
to two reaction torques but one has only
one moment equilibrium equation.
• The compatibility equation is the relative
rotation!
• See example
Assuming a counterclockwise
torque is positive, summing
moments about the axis of the
shaft results in
TA TC T
The total angle of twist of the
shaft must be 0 since both ends
are fixed.
AB BC 0
โจทย์ตวั อย่ำงทบทวนควำมเค้นเฉื อนภำยใต้ภำระบิด
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6. continued