Material properties and residual stresses of welded high strength steel and hybrid I-sections

•Four high strength steel (HSS) and eight hybrid I-sections were studied.•Welding effect on the material properties was investigated.•Residual stress measurements were conducted for HSS and hybrid I-sections.•A new residual stress distribution model is proposed. High strength steel (HSS) I-sections...

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Veröffentlicht in:Engineering structures 2023-02, Vol.276, p.115293, Article 115293
Hauptverfasser: Chen, Shuxian, Liu, Jun-zhi, Chan, Tak-Ming
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Sprache:eng
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Zusammenfassung:•Four high strength steel (HSS) and eight hybrid I-sections were studied.•Welding effect on the material properties was investigated.•Residual stress measurements were conducted for HSS and hybrid I-sections.•A new residual stress distribution model is proposed. High strength steel (HSS) I-sections are gaining increasing popularity compared with conventional strength steel counterparts, mainly due to its higher strength-to-weight ratio. Meanwhile, there has been growing interest in hybrid I-sections, which are made of different strength steels for flange and web plates, because of the increased need of maximising material utilization. This study investigates the welding effect on the material properties and residual stresses of welded HSS and hybrid I-sections. Tensile tests of coupons machined from both virgin plates and within the welded I-sections were carried out, followed by a metallographic analysis of welding position. It was found that the welding effect on the mechanical behaviour of steel materials varies, depending on the chemical composition and microstructure. Residual stress measurements for HSS and hybrid I-sections covering four web slenderness were conducted. The measurement results demonstrate that the effect of steel strength grade of constitutive plates on residual stress distribution of I-sections is negligible, and a new residual stress distribution model is proposed for welded HSS and hybrid I-sections examined in this study.
ISSN:0141-0296
1873-7323
DOI:10.1016/j.engstruct.2022.115293