The API-2RD procedure states that for plain round pipe, where transverse shear and torsion are negligible, the three principal stress components are ,
and
, where r, θ, and z refer to radial, hoop, and axial stress. So σvm is defined as follows:
(1)
Moreover, for a thick walled pipe, the radial, hoop, and axial stress may be defined as follows:
(2)
(4)
Here, t and tmin are the nominal and minimum wall thicknesses, respectively. t is defined as:
(5)
while tmin is the user-specified minimum wall thickness which defaults to t if omitted. M and I are the resultant bending moments and average second moments of area, respectively. M and I are defined as follows:
(6)
(7)