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Table 1 Transformation of nodal forces in FE fatigue

From: Structural Stress–Fatigue Life Curve Improvement of Spot Welding Based on Quasi-Newton Method

Point 1

Point 2

Point 3

FE fatigue

NASTRAN CBAR

FE fatigue

NASTRAN CBAR

FE-fatigue

FX1

− Z force

FX2

Z force

FX1

FY1

Y force

FY2

− Y force

FY1

FZ1

X force

FZ2

− X force

FZ1

MX1

− Z moment1

MX2

Z moment2

(MX1*t2 + MX2*t1)/(t+ t2)

MY1

− Y moment1

MY2

Y moment2

(MY1*t2 + MY2*t1)/(t1+t2)

MZ1

X moment

MZ2

− X moment

(MZ1*t2 + MZ2*t1)/(t1 + t2)