Hoop Stress in Thin Cylinders
In our
daily life, either technical or non-technical field, we come across object with
the dominant shape of a cylinder. Looking around our-self, there are innumerous
cylindrical objects, so to study the behavior of this shapes under stress has
become an important aspect.
Expression
Cylinder subjected to internal pressure |
Consider
a cylinder of thickness t filled with pressurized gas exerting a force on the
inner walls of the cylinder.
Due to pressure exertion the block undergoes
volumetric expansion and stresses are being develop.
Specification of cylinder:
Radius r, Diameter D
Thickness
t
Length
L
Small element taken for further integration |
We
consider a small element of the cylinder, analyze the forces acting on this
element and integrating the resultant to get the total force.
Length of arc subtended from the center: r*𝛅θ
Small force acting on the inner surface due to
pressurized gas =dp= (D/2)*𝛅θ*𝛅L*p
This force can be further resolved into components along x-coordinate and y-coordinate.
Components:
Vertical component: ((D/2)*𝛅θ*𝛅L*p)*sinθ
Horizontal component: ((D/2)*𝛅θ*𝛅L*p)*cosθ
The horizontal component reduces to zero upon integration over the semicircular portion.
In the limit 𝛅 changes to d.
The integral of vertical component from 0 to π: ∫((D/2)*dθ*dL*p)*sinθ
=p*(D/2)*(dL)*(-cosθ) ...0 to π
=p*D*dL
In response to the vertical force developed due to pressurized gas, stress will be developed to oppose this force. The stress developed will be acting in the opposite direction with respect to the generated force and the area under stress is shown shaded.
Therefore, area opposing the force=2*dL*t
The Circumferential or hoop stress, σc =Force/Resisting Area
=(p*D*dL)/(2*dL*t)
=(p*D)/(2*t)
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