Residual stresses effects on fatigue crack growth behavior of rib-to-deck double-sided welded joints in orthotropic steel decks
Rib-to-deck (RTD) innovative double-sided welded joints have the potential to enhance the fatigue resistance of orthotropic steel decks (OSDs). However, welding residual stress (WRS) has been reported to be a contributing factor to fatigue cracking of steel bridges. This paper performed fatigue crac...
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| Published in | Advances in structural engineering Vol. 27; no. 1; pp. 35 - 50 |
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| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
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London, England
SAGE Publications
01.01.2024
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| Online Access | Get full text |
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| Abstract | Rib-to-deck (RTD) innovative double-sided welded joints have the potential to enhance the fatigue resistance of orthotropic steel decks (OSDs). However, welding residual stress (WRS) has been reported to be a contributing factor to fatigue cracking of steel bridges. This paper performed fatigue crack growth of the RTD innovative double-sided welded joints of OSD considering WRS. Firstly, a thermal-mechanical sequential coupling finite element model (FEM) of the RTD double-sided welded joints was established. The WRS distribution along the direction of deck thickness was analyzed. Secondly, the FEM of the OSD segment with crack was established. The fatigue crack behavior of RTD double-sided welded joints under the combined action of vehicle load and WRS was studied. Finally, the influences of initial crack on fatigue life was analyzed. Results indicate the distribution of the transverse WRS along the direction of deck thickness is tension-compression-tension stress, which has the characteristics of the sinusoidal function. The ∆Keff value increases significantly considering WRS than without considering WRS during crack growth. WRS has a significant effect on fatigue life, and the fatigue life of the weld toe without considering WRS is about twice that of considering WRS. The crack depth and aspect ratio (a0/c0) of the initial crack affect the fatigue life of RTD double-sided welded joints. |
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| AbstractList | Rib-to-deck (RTD) innovative double-sided welded joints have the potential to enhance the fatigue resistance of orthotropic steel decks (OSDs). However, welding residual stress (WRS) has been reported to be a contributing factor to fatigue cracking of steel bridges. This paper performed fatigue crack growth of the RTD innovative double-sided welded joints of OSD considering WRS. Firstly, a thermal-mechanical sequential coupling finite element model (FEM) of the RTD double-sided welded joints was established. The WRS distribution along the direction of deck thickness was analyzed. Secondly, the FEM of the OSD segment with crack was established. The fatigue crack behavior of RTD double-sided welded joints under the combined action of vehicle load and WRS was studied. Finally, the influences of initial crack on fatigue life was analyzed. Results indicate the distribution of the transverse WRS along the direction of deck thickness is tension-compression-tension stress, which has the characteristics of the sinusoidal function. The ∆Keff value increases significantly considering WRS than without considering WRS during crack growth. WRS has a significant effect on fatigue life, and the fatigue life of the weld toe without considering WRS is about twice that of considering WRS. The crack depth and aspect ratio (a0/c0) of the initial crack affect the fatigue life of RTD double-sided welded joints. Rib-to-deck (RTD) innovative double-sided welded joints have the potential to enhance the fatigue resistance of orthotropic steel decks (OSDs). However, welding residual stress (WRS) has been reported to be a contributing factor to fatigue cracking of steel bridges. This paper performed fatigue crack growth of the RTD innovative double-sided welded joints of OSD considering WRS. Firstly, a thermal-mechanical sequential coupling finite element model (FEM) of the RTD double-sided welded joints was established. The WRS distribution along the direction of deck thickness was analyzed. Secondly, the FEM of the OSD segment with crack was established. The fatigue crack behavior of RTD double-sided welded joints under the combined action of vehicle load and WRS was studied. Finally, the influences of initial crack on fatigue life was analyzed. Results indicate the distribution of the transverse WRS along the direction of deck thickness is tension-compression-tension stress, which has the characteristics of the sinusoidal function. The ∆ K eff value increases significantly considering WRS than without considering WRS during crack growth. WRS has a significant effect on fatigue life, and the fatigue life of the weld toe without considering WRS is about twice that of considering WRS. The crack depth and aspect ratio ( a 0 / c 0 ) of the initial crack affect the fatigue life of RTD double-sided welded joints. |
| Author | Zhang, Haiping Li, Zhaochao Liu, Yang Luo, Yuan Chen, Fanghuai Xiao, Xinhui |
| Author_xml | – sequence: 1 givenname: Fanghuai orcidid: 0000-0001-9283-2469 surname: Chen fullname: Chen, Fanghuai organization: School of Civil Engineering – sequence: 2 givenname: Haiping surname: Zhang fullname: Zhang, Haiping organization: School of Civil Engineering – sequence: 3 givenname: Zhaochao orcidid: 0000-0003-0988-5792 surname: Li fullname: Li, Zhaochao organization: School of Civil Engineering – sequence: 4 givenname: Yuan orcidid: 0000-0003-1767-8806 surname: Luo fullname: Luo, Yuan organization: School of Civil Engineering – sequence: 5 givenname: Xinhui orcidid: 0009-0002-3366-253X surname: Xiao fullname: Xiao, Xinhui email: xiaoxinhui@hut.edu.cn organization: School of Civil Engineering – sequence: 6 givenname: Yang surname: Liu fullname: Liu, Yang organization: School of Civil Engineering |
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| Keywords | orthotropic steel deck rib-to-deck weld residual stress fatigue crack double-sided welded joints |
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| Snippet | Rib-to-deck (RTD) innovative double-sided welded joints have the potential to enhance the fatigue resistance of orthotropic steel decks (OSDs). However,... |
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| StartPage | 35 |
| Title | Residual stresses effects on fatigue crack growth behavior of rib-to-deck double-sided welded joints in orthotropic steel decks |
| URI | https://journals.sagepub.com/doi/full/10.1177/13694332231213462 |
| Volume | 27 |
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