ERRI

Computing Margin of Safety with ERRI B12 RP60.

Margin of Safety (MS) is evaluated using the following equation, derived from the Haigh diagram below.(1)
M S = 1 − σ a c t u a l σ a d m i s s i b l e × 100 MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GaamytaiaadofacqGH9aqpdaqadaWdaeaapeGaaGymaiabgkHiTmaa laaapaqaa8qacqaHdpWCpaWaaSbaaSqaa8qacaWGHbGaam4yaiaads hacaWG1bGaamyyaiaadYgaa8aabeaaaOqaa8qacqaHdpWCpaWaaSba aSqaa8qacaWGHbGaamizaiaad2gacaWGPbGaam4CaiaadohacaWGPb GaamOyaiaadYgacaWGLbaapaqabaaaaaGcpeGaayjkaiaawMcaaiab gEna0kaaigdacaaIWaGaaGimaaaa@53D3@


Figure 1.

σ a MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape Gaeq4Wdm3damaaBaaaleaapeGaamyyaaWdaeqaaaaa@390C@ = Stress Amplitude

σ m MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape Gaeq4Wdm3damaaBaaaleaapeGaamyBaaWdaeqaaaaa@3918@ = Mean Stress

HyperLife calculates Margin of Safety using Haigh Diagram or SN curve.

With single or multiple Haigh Diagrams, mean stress correction should be set to INTERPOLATE. If single SN curve, margin of safety is evaluated based on the mean stress model selected. (Similar to Safety Factor evaluated in Stress Life uniaxial: Uniaxial Fatigue Analysis)

Welded evaluation for margin of safety supports identification of worst subcase pair using Range Envelope Configuration. Range Envelope is based on maximum principal range among all the subcases assigned in the fatigue event.

Table 1. List of Evaluation Distance Parameters
Evaluation Distance

Reference distance to find the evaluation location from the weld element at which the stress values are extracted.

Read more: Find Evaluation Positions
Weld Width Width of the weld material from the web wall. This parameter is ignored if specifying the evaluation distance is done manually.
Table 2. List of General Classification Parameters
Scale Scale is used to modify the calculated stress during the stress history generation.
Offset Offset is used to modify the calculated stress during the stress history generation.
Kf

Fatigue strength reduction factor.

Default = 1.0

Read more: Other Factors Affecting Fatigue (Fatigue Strength Reduction Factor)
Table 3. List of Location Parameters
Weld Detail Category - Transverse Location_X Haigh Diagram/ SN curve considered for the calculation of Margin of Safety and fatigue of the normal stress component in the transverse direction (perpendicular to the axis of the weld) at ‘X’.
Weld Detail Category - Longitudinal Location_X Haigh Diagram/ SN curve considered for the calculation of Margin of Safety and fatigue of the normal stress component in the longitudinal direction (parallel to the axis of the weld) at ‘X’.
Weld Detail Category - Shear Location_X Haigh Diagram/ SN curve considered for the calculation of Margin of Safety and fatigue of the shear stress component at ‘X’.
Note: Where ‘X’ in the below parameters can be any evaluation location from 1-10. Refer to Materials for material creation and its assignment here: Materials.