Axial Stress

Consider an air cylinder’s pressure gauge reads 3,000 kPa. If the cylinder is made of a 5 mm steel rolled plate, with an internal diameter of 600 mm, what is the axial stress in MPa?

Expand Hint
The cylinder can be considered thin-walled if:
$$$t\leq \frac{d_i}{20}$$$
where $$t$$ is the wall thickness, and $$d_i$$ is the inner diameter.
Hint 2
Axial stress:
$$$\sigma_a=\frac{P_ir}{2t}$$$
where $$P_i$$ is the internal pressure, $$r$$ is the mean radius, and $$t$$ is the wall thickness.
The cylinder can be considered thin-walled if $$t\leq \frac{d_i}{20}$$ where $$t$$ is the wall thickness, and $$d_i$$ is the inner diameter.
$$$t\leq \frac{600mm}{20}=30\:mm$$$
Since $$5\:mm< 30\:mm$$ , the cylinder is thin-walled.

The axial stress formula for thin-walled vessels is:
$$$\sigma_a=\frac{P_ir}{2t}$$$
where $$P_i$$ is the internal pressure, $$r$$ is the mean radius, and $$t$$ is the wall thickness.
$$$r=\frac{r_{inner}+r_{outer}}{2}=\frac{(600mm/2)+[(600mm/2)+5mm]}{2}$$$
$$$=\frac{300mm+305mm}{2}=302.5mm$$$
Thus, the axial stress is:
$$$\sigma_a=\frac{(3MPa)(302.5mm)}{2(5mm)}=\frac{907.5MPa}{10}=90.75\:MPa$$$
90.75 MPa
Time Analysis See how quickly you looked at the hint, solution, and answer. This is important for making sure you will finish the FE Exam in time.
  • Hint: Not clicked
  • Solution: Not clicked
  • Answer: Not clicked

Similar Problems from FE Sub Section: Thin-walled Cylinder
056. Tangential Stress
266. Thin Wall Cylinder
314. Hoop Stress
376. Pressure Cylinder

Similar Problems from FE Section: Cylindrical Pressure Vessel
056. Tangential Stress
171. Thick Walled Vessel
266. Thin Wall Cylinder
314. Hoop Stress
376. Pressure Cylinder
523. Thick Vessel
528. Internal Pressure
536. End Cap Vessel