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Fatigue study on rib-to-deck welded joint considering weld penetration rate

 Fatigue study on rib-to-deck welded joint considering weld penetration rate
Author(s): , , ,
Presented at IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019, published in , pp. 675-682, 696-703
DOI: 10.2749/newyork.2019.0675
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The U-shaped rib-to-deck welded joint in orthotropic steel deck is a part with multiple fatigue cracks. The penetration rate which is the ratio of penetration depth to U-shaped rib thickness has an...
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Bibliographic Details

Author(s): (China Academy of Railway Sciences Corporation Limited)
(China Academy of Railway Sciences Corporation Limited)
(China Academy of Railway Sciences Corporation Limited)
(China Academy of Railway Sciences Corporation Limited)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019
Published in:
Page(s): 675-682, 696-703 Total no. of pages: 8
Page(s): 675-682, 696-703
Total no. of pages: 8
DOI: 10.2749/newyork.2019.0675
Abstract:

The U-shaped rib-to-deck welded joint in orthotropic steel deck is a part with multiple fatigue cracks. The penetration rate which is the ratio of penetration depth to U-shaped rib thickness has an important influence on fatigue performance of partial joint penetration (PJP) welds. In this study, the influence of penetration rate on the fatigue performance of U-shaped rib-to-deck welded joints was studied. Firstly, the finite element model of U-shaped rib-to-deck welded joints with penetration rate of 65%, 75%, 85% and complete joint penetration (CJP) welds were established. The mechanical characteristics of different welding forms under typical loading conditions were analyzed. It was found that with the increase of penetration rate of PJP welds, the stress concentration at the weld root weakened. Then fatigue tests on specimens with different weld penetration rate were carried out. The fatigue cracks of CJP welds all started at the inner welding toe of the U-shaped rib. However, the fatigue cracks of PJP welds mainly started at the welding root of the unfused weld. Fatigue S-N curves for PJP and CJP were regressed, respectively, it could be found that the fatigue performance of CJP welds was superior to that of PJP welds.

Keywords:
orthotropic steel deck fatigue property weld penetration rate rib-to-deck welded joint