Max Shear Stress in Thin Cylinder: Issues & Applied Pressure

AI Thread Summary
The discussion focuses on calculating maximum shear stress in a thin-walled cylinder, specifically addressing challenges with determining radial stress. It is clarified that if the applied pressure is solely internal, radial stress is negligible and effectively zero on the outside, while varying linearly through the wall thickness. The radial stress remains significantly lower than the axial and hoop stresses. The participant confirms that further research has helped verify these points. Understanding these stress distributions is crucial for accurate analysis in engineering applications.
OKaraali
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I am having some trouble finding out the Maximum shear stress, I worked out my hoop stress and axial stress for the thin cylinder theory but the radial stress i am having issues with. If the applied pressure is only internal then would the radial stress be 0.
 
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OKaraali said:
I am having some trouble finding out the Maximum shear stress, I worked out my hoop stress and axial stress for the thin cylinder theory but the radial stress i am having issues with. If the applied pressure is only internal then would the radial stress be 0.
For a thin walled cylinder, it is negligible compared to the axial and hoop stresses. It is zero on the outside, and gauge pressure on the inside. So it varies linearly with position through the thickness of the wall. But, irrespective of the location, the magnitude is going to be very low relative to the other principal stresses.
 
Thanks I managed to find this out in further research last night but at least now its verified.
 
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