Related Resources: pressure-vessel

Cone Cylinder Tangential loading only Stress and Deflection Equation and Calculator

Cone Cylinder Stress and Deflection by Tangential loading only; resultant load = P. Equation and Calculator. Per. Roarks Formulas for Stress and Strain for membrane stresses and deformations in thin-walled pressure vessels.

Preview: Cone Cylinder Stress and Deflection by Tangential loading only; resultant load = P Calculator

Cone Cylindrical

Deflection and Stress by Tangential loading only; resultant load = P.
r must be finite to avoid infinite stress and r/t > 10 to be considered thin-walled

Meridional Stress

Circumferential Hoop Stress

Radial Displacement of Circumference

Change in height dimension y

Rotation of a meridian from its unloaded position

Angle
α = tan^-1 ( ( R-r ) / y)

Where used:
E = Modulus of Elasticity (lbs/in²)
v = Poisson's ratio
P = Applied resultant axial load (lbs)
σ_1,2 = stress, (lbs/in²)
R = Large radius (in)
r = Small radius (in)
α = Angle (deg.)
ψ = Rotation of a meridian from its unloaded position, positive when that meridional rotation represents an increase in ΔR when y or θ increases;

Reference:

Roarks Formulas for Stress and Strain, 7th Edition