Detailed stresses over the circumference according to Mohr, Tresca, Von Mises, and Uniaxial stresses (Output Table)

Data description/Result options:

ANGLE:

Location at circumference where calculations have been performed

(measured in positive sense around x-axis from y-axis)

MOHR1:

Maximum of tensile stresses at inner and outer wall face according to Mohr's criterion (1)

(Blank if no tensile stress)

MOHR2:

Maximum of compressive stresses at inner and outer wall face according to Mohr's criterion (1)

(Blank if no compressive stress)

TRESCA:

Maximum of shear stresses at inner and outer wall face according to Tresca's criterion (1)

(Tresca is half the difference between the largest and the smallest principal stress in the same point:
TRESCA = 0.5*(SIG1 - SIG2) if the signs of SIG1 and SIG2 differ,
TRESCA = 0.5*SIG1 if SIG1 and SIG2 have a positive sign,
TRESCA = -0.5*SIG2 if SIG1 and SIG2 have a negative sign)

MISES:

Maximum of equivalent stresses at inner and outer wall face according to Von Mises' criterion (1)

SXHT:

Maximum of longitudinal normal stresses at inner and outer wall face (1)

(Maximum of summated stress components SXI+SXU and SXO+SXU)

SFHT:

Maximum of circumferential normal stresses at inner and outer wall face (1)

(Maximum of summated stress components SFI+SFU and SFO+SFU)

SHOOP:

Circumferential normal stress due to internal overpressure

(The hoop stress is calculated taking into account the outer pipe diameter D, the minimum wall thickness T-min and the load factor.)

 

The number of rows is 48 (each 7.5°)

 

Note 1:

Stress weighing factors are taken into account if provided)

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H620351 (last modified: Sep 23, 2025)

See also:

Table description

Table error description