Abstract
In linear elastic fracture mechanics, stress intensity factors quantify crack tip stresses. Hobbacher developed formulas for welded details, using the stress magnification factor Mk for semielliptical surface cracks. These formulas are critical for calculating residual lifetimes and inspection intervals of welded steel bridges. This paper systematically reviews Hobbacher's formulas and introduces refined expressions. A validated finite element model of a semielliptical surface crack in a plate forms the basis for analyzing cruciform joints with directly and indirectly loaded welds. Stress intensities at the deepest and surface points are determined and compared with existing formulas. The study also investigates the influences of parameters such as weld angle and weld throat thickness on stress intensity. Results show that Hobbacher's formulas are conservative at the deepest point, overestimating Mk by up to 44%. Correction factors and regressions are derived for both the deepest and surface points, aiming to enhance stress intensity factor accuracy.
| Original language | English |
|---|---|
| Pages (from-to) | 2443-2463 |
| Number of pages | 21 |
| Journal | Fatigue and Fracture of Engineering Materials and Structures |
| Volume | 48 |
| Issue number | 6 |
| DOIs | |
| State | Published - Jun 2025 |
Keywords
- cruciform joints
- finite element analyses (FEA)
- linear elastic fracture mechanics (LEFM)
- magnification factor M
- semielliptical surface crack
- stress intensity factor K
- welded structural details
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