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Fracture Toughness Calculation Method Amendment of the Dissimilar Steel Welded Joint Based on 3D XFEM
oleh: Yuwen Qian, Jianping Zhao
| Format: | Article |
|---|---|
| Diterbitkan: | MDPI AG 2019-04-01 |
Deskripsi
The dissimilar steel welded joint is divided into three pieces, parent material−weld<br />metal−parent material, by the integrity identification of BS7910-2013. In reality, the undermatched<br />welded joint geometry is dierent: parent material−heat aected zone (HAZ)−fusion line−weld metal.<br />A combination of the CF62 (parent material) and E316L (welding rod) was the example undermatched<br />welded joint, whose geometry was divided into four pieces to investigate the fracture toughness of the<br />joint by experiments and the extended finite element method (XFEM) calculation. The experimental<br />results were used to change the fracture toughness of the undermatched welded joint, and the XFEM<br />results were used to amend the fracture toughness calculation method with a new definition of the<br />crack length. The research results show that the amendment of the undermatched welded joint<br />geometry expresses more accuracy of the fracture toughness of the joint. The XFEM models were<br />verified as valid by the experiment. The amendment of the fracture toughness calculation method<br />expresses a better fit by the new definition of the crack length, in accordance with the crack route<br />simulated by the XFEM. The results after the amendment coincide with the reality in engineering.