Stress Life Method (Conventional SN)

Stress Life approach for the seam weld fatigue is an extension of the regulation-based fatigue evaluation using the HyperLife Weld Certification workflow.

Implementation for Seam Weld Fatigue

With the Stress Life approach seam weld fatigue analysis is based on directly calculating the stresses within a certain evaluation distance from the weld line. The evaluation distance is calculated by either nominal or hotspot approaches. The damage evaluation is only conducted at the root locations, as shown in the image below (T weld example).

Read more about Uniaxial Fatigue Analysis, using S-N (stress-life) approach for predicting the life here Uniaxial Fatigue Analysis.

Figure 1.


The weld certification workflow using Stress Life approach is highlighted in Figure 2.
Figure 2.


The SN curve selection is made from the Material context, from either of the available options, i.e. Material DB, My Material and HM Material, all these options will allow selection of Amplitude based SN curves. The selected materials will be populated for weld locations selection in Points context and in Assign Material data for Parts.

Refer to Define Weld Evaluation Point Properties for steps in weld material assignment for SN evaluation.

SN evaluation in HyperLife Weld Certification supports Time Series loading and allows creation of Superposition or Sequential fatigue events. Refer: Create Events.

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 is done manually.

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)

List of Parameters

Note: Where X in Table 1 can be any evaluation location from 1-10.
Table 1.
Weld Detail Category - Transverse Location_X SN curve considered for the calculation of fatigue and cutoff limits of the normal stress component in the transverse direction (perpendicular to the axis of the weld) at X.
Weld Detail Category - Longitudinal Location_X SN curve considered for the calculation of fatigue and cutoff limits of the normal stress component in the longitudinal direction (parallel to the axis of the weld) at X.
Weld Detail Category - Shear Location_X SN curve considered for the calculation of fatigue and cutoff limits of the normal stress component of the shear stress component at X.

Utilization Based on Target Life

In addition to damage and safety factor assessment, Stress Life workflow supports Utilization output.

The flag to activate Utilization is available in Evaluate Context as Endurance limit, activating Safety factor calculation and its criteria.

Utilization factor (per direction) is calculated by:
  • U T = 1 S F T MathType@MTEF@5@5@+= feaahGart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamyvamaaBa aaleaacaWGubaabeaakiabg2da9maalaaabaGaaGymaaqaaiaadofa caWGgbWaaSbaaSqaaiaadsfaaeqaaaaaaaa@3C59@
  • U L = 1 S F L MathType@MTEF@5@5@+= feaahGart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamyvamaaBa aaleaacaWGmbaabeaakiabg2da9maalaaabaGaaGymaaqaaiaadofa caWGgbWaaSbaaSqaaiaadYeaaeqaaaaaaaa@3C49@
  • U τ = 1 S F τ MathType@MTEF@5@5@+= feaahGart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamyvamaaBa aaleaacqaHepaDaeqaaOGaeyypa0ZaaSaaaeaacaaIXaaabaGaam4u aiaadAeadaWgaaWcbaGaeqiXdqhabeaaaaaaaa@3E31@

Safety factor is calculated as highlighted in Safety Factor.

Total Utilization factor is calculated by:

U = max U T ; U L 2 + U τ 2 MathType@MTEF@5@5@+= feaahGart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamyvaiabg2 da9maakaaabaWaaeWaaeaaciGGTbGaaiyyaiaacIhadaqadaqaaiaa dwfadaWgaaWcbaGaamivaaqabaGccaGG7aGaamyvamaaBaaaleaaca WGmbaabeaaaOGaayjkaiaawMcaaaGaayjkaiaawMcaamaaCaaaleqa baGaaGOmaaaakiabgUcaRmaabmaabaGaamyvamaaBaaaleaacqaHep aDaeqaaaGccaGLOaGaayzkaaWaaWbaaSqabeaacaaIYaaaaaqabaaa aa@4972@