Input Parameters

Typical fillet welded joints for offshore structures

Hot-spot or nominal stress range depending on assessment method

Reference thickness is 25mm. Correction applied for t > 25mm

Seawater curves use DNV-RP-C203 Table 2-2 parameters

S-N Curve Parameters (DNV-RP-C203):
log(a1) = 12.164, m1 = 3, log(a2) = 15.606, m2 = 5
Calculated Fatigue Life
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cycles
Note: This calculator uses two-slope S-N curves per DNV-RP-C203. The transition from slope m1 to m2 occurs at N = 10^7 cycles.

About S-N Curve Fatigue Analysis

S-N curves (also called Wohler curves) describe the relationship between applied stress range and the number of cycles to failure for a given structural detail. The fatigue life N at a constant amplitude stress range S is calculated using:

N = a / Sm
or in logarithmic form:
log(N) = log(a) - m x log(S)

Where:

S-N Curve Classifications

The S-N curve classification (B1 through W3, plus T for tubulars) represents the fatigue strength of different weld geometries and structural details. Key classifications include:

Thickness Correction

For plates thicker than the reference thickness (typically 25mm), a thickness correction is applied to account for increased probability of defects and stress gradient effects:

Scorrected = S x (t/tref)k

Where k = 0.25 for welded joints (per DNV-RP-C203). This effectively reduces the allowable fatigue life for thicker sections.

Environment Effects

Seawater environment significantly affects fatigue performance:

Limitations

This calculator provides preliminary estimates based on constant amplitude loading. For actual design:

Disclaimer: This calculator is for educational purposes only. All final engineering calculations should be performed by qualified engineers and verified against the applicable design codes.

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