Hoop Stress Thin-wall Section Formula |
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\( \sigma_h \;=\; \dfrac{ p \cdot r }{ t } \) (Hoop Stress Thin-wall Section) \( p \;=\; \dfrac{ \sigma_h \cdot t }{ r } \) \( r \;=\; \dfrac{ \sigma_h \cdot t }{ p } \) \( t \;=\; \dfrac{ p \cdot r }{ \sigma_h } \) |
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| Symbol | English | Metric |
| \( \sigma_h \) (Greek symbol sigma) = Spherical Hoop Stress | \(lbf\;/\;in^2\) | \(Pa\) |
| \( p \) = Pressure Under Consideration | \(lbf\;/\;in^2\) | \(Pa\) |
| \( r \) = Radius to Point of Intrest | \( in \) | \( mm \) |
| \( t \) = Wall Thickness | \( in \) | \( mm \) |
Hoop stress in a thin-wall section refers to the stress that acts circumferentially or tangentially around the circumference of a cylindrical or spherical structure with a relatively thin wall compared to its diameter or radius. It is an important concept in engineering and mechanics, particularly in the analysis of pressure vessels, pipes, and other structures that involve cylindrical or spherical shapes.
Hoop Stress in a Thin-wall Section Key Characteristics
Understanding hoop stress in thin-walled sections is crucial for designing safe and reliable structures that can withstand internal pressure without rupturing or experiencing plastic deformation. Engineers and designers use these stress calculations to determine the appropriate wall thickness and material selection for such structures to meet safety and performance requirements.
