The interface bonding layer is usually adopted to connect the asphalt surfacing and steel deck plate; however, the effect of interface bonding conditions on fatigue performance of rib-deck welds still remains unclear. In this study, comprehensive finite element analysis was carried out to clarify the effect of interface bonding conditions. Parametric analysis was conducted to investigate the effect of Poisson’s ratio and elastic modulus of asphalt surfacing, and the interface bonding condition on fatigue performance of rib-deck welds, so is the coupled effect of elastic modulus and interface bonding condition. Taking into account the time-variant temperature and traffic volume, the accumulated fatigue damages in rib-deck welds were compared and analysed. Results show that the simulation of the interface bonding condition is reliable, as convinced by bending tests. The interface bonding condition and the elastic modulus of asphalt surfacing, which are both sensitive to the temperature, considerably affect the fatigue performance of rib-deck welds. The fatigue damage of rib-deck welds is underestimated if the interface bonding behaviour is not considered.
AlanaziNKassemEGrasleyZ, et al. (2019) Evaluation of viscoelastic Poisson’s ratio of asphalt mixtures. International Journal of Pavement Engineering20(10): 1231–1238. DOI: 10.1080/10298436.2017.1398550
2.
BrulsALabeeuwGVan BogaertP (1997) Belgian procedure for the evaluation of existing steel bridges. In: Proceedings IABSE workshop “evaluation of existing steel and composite bridges”, Lausanne, Switzerland, 3–4 March 1997, pp. 9–16. International Association for Bridge and Structural Engineering (IABSE).
3.
ChenXHHuangWQianZD (2007) Interfacial behaviors of epoxy asphalt surfacing on steel decks. Journal of Southeast University (English Edition)23(4): 594–598.
4.
ChenJWeiCZhaoYD (2023) Fatigue resistance of orthotropic steel deck system with double-side welded rib-to-deck joint. Advances in Structural Engineering26(5): 952–965. DOI: 10.1177/13694332221146858
5.
ChengBYeXHCaoXE, et al. (2017) Experimental study on fatigue failure of rib-to-deck welded connections in orthotropic steel bridge decks. International Journal of Fatigue103: 157–167. DOI: 10.1016/j.ijfatigue.2017.05.021
6.
CuiCZhangQHHaoH, et al. (2018) Influence of asphalt pavement conditions on fatigue damage of orthotropic steel decks: parametric analysis. Journal of Bridge Engineering23(12): 04018093. DOI: 10.1061/(ASCE)BE.1943-5592.0001313
7.
CuiCXuYLZhangQH, et al. (2020) Vehicle-induced fatigue damage prognosis of orthotropic steel decks of cable-stayed bridges. Engineering Structures212: 110509. DOI: 10.1016/j.engstruct.2020.110509
8.
DingYSongYSCaoBY, et al. (2016) Full-range S-N fatigue-life evaluation method for welded bridge structures considering hot-spot and welding residual stress. Journal of Bridge Engineering21(12): 04016096. DOI: 10.1061/(ASCE)BE.1943-5592.0000969
9.
FuZQJiBHZhangCY, et al. (2017) Fatigue performance of roof and U-rib weld of orthotropic steel bridge deck with different penetration rates. Journal of Bridge Engineering22(6): 04017016. DOI: 10.1061/(ASCE)BE.1943-5592.0001036
10.
FuZQJiBHZhangCY, et al. (2018) Experimental study on the fatigue performance of roof and U-rib welds of orthotropic steel bridge decks. KSCE Journal of Civil Engineering22(1): 270–278. DOI: 10.1007/s12205-017-1725-0
11.
FuZQWangYXJiBH, et al. (2019) Effects of multiaxial fatigue on typical details of orthotropic steel bridge deck. Thin-Walled Structures135: 137–146. DOI: 10.1016/j.tws.2018.10.035
12.
GongMChenJY (2022) Numerical investigation of load-induced fatigue cracking in curved ramp bridge deck pavement considering tire-bridge interaction. Construction and Building Materials353: 129119. DOI: 10.1016/j.conbuildmat.2022.129119
13.
GuoTLiAQLiJH (2008a) Fatigue life prediction of welded joints in orthotropic steel decks considering temperature effect and increasing traffic flow. Structural Health Monitoring7(3): 189–202. DOI: 10.1177/1475921708090556
14.
GuoTLiAQWangH (2008b) Influence of ambient temperature on the fatigue damage of welded bridge decks. International Journal of Fatigue30(6): 1092–1102. DOI: 10.1016/j.ijfatigue.2007.08.004
15.
JiBHLiuRChenC, et al. (2013) Evaluation on root-deck fatigue of orthotropic steel bridge deck. Journal of Constructional Steel Research90: 174–183. DOI: 10.1016/j.jcsr.2013.07.036
16.
JTG D64 (2015) Specifications for Design of Highway Steel Bridge. Beijing: China Communications Press. (in Chinese).
17.
LiMHashimotoKSugiuraK (2014) Influence of asphalt surfacing on fatigue evaluation of rib-to-deck joints in orthotropic steel bridge decks. Journal of Bridge Engineering19(10): 04014038. DOI: 10.1061/(ASCE)BE.1943-5592.0000610
18.
LiMSuzukiYWangH, et al. (2016) Experimental study of asphalt surfacing influence on rib-to-deck joints considering temperature and dynamic effects. Journal of Bridge Engineering21(11): 04016077. DOI: 10.1061/(ASCE)BE.1943-5592.0000936
19.
LiMSuzukiYHashimotoK, et al. (2018) Experimental study on fatigue resistance of rib-to-deck joint in orthotropic steel bridge deck. Journal of Bridge Engineering23(2): 04017128. DOI: 10.1061/(ASCE)BE.1943-5592.0001175
20.
LiuYZhangHPLiuYM, et al. (2017) Fatigue reliability assessment for orthotropic steel deck details under traffic flow and temperature loading. Engineering Failure Analysis71: 179–194. DOI: 10.1016/j.engfailanal.2016.11.007
21.
LiuBBaiGLXuZH, et al. (2019a) Experimental study and finite element modeling of bond behavior between recycled aggregate concrete and the shaped steel. Engineering Structures201: 109840. DOI: 10.1016/j.engstruct.2019.109840
22.
LiuYQianZDZhengD, et al. (2019b) Interlaminar thermal effect analysis of steel bridge deck pavement during gussasphalt mixture paving. International Journal of Pavement Engineering20(11): 1323–1335. DOI: 10.1080/10298436.2017.1413240
23.
MedaniTOLiuXYHuurmanM, et al. (2008) Experimental and numerical characterization of a membrane material for orthotropic steel deck bridges: part 1. Finite Elements in Analysis and Design44(9-10): 552–563. DOI: 10.1016/j.finel.2008.01.013
24.
RaoJHJiBH (2018) Report on Steel Box Girder Maintenance of Jiangyin Yangtze River Bridge (1999–2017). Beijing: China Communications Press. (in Chinese).
25.
TengXDZhangYXLinXS (2015) Two new composite plate elements with bond—slip effect for nonlinear finite element analyses of FRP-strengthened concrete slabs. Computers & Structures148: 35–44. DOI: 10.1016/j.compstruc.2014.11.001
26.
WalkerK (1970) The Effect of Stress Ratio during Crack Propagation and Fatigue for 2024-T3 and 7075-T6 Aluminium; Effects of Environment and Complex Load History on Fatigue Life, ASTM STP 462. West Conshohocken, PA: ASTM International.
27.
WangQDJiBHChenX, et al. (2019a) Dynamic response analysis-based fatigue evaluation of rib-to-deck welds considering welding residual stress. International Journal of Fatigue129: 105249. DOI: 10.1016/j.ijfatigue.2019.105249
28.
WangQDJiBHFuZQ, et al. (2019b) Effective notch stress approach-based fatigue evaluation of rib-to-deck welds including pavement surfacing effects. International Journal of Steel Structures20(1): 272–286. DOI: 10.1007/s13296-019-00287-3
29.
WolchukR (1999) Steel orthotropic decks: developments in the 1990s. Transportation Research Record: Journal of the Transportation Research Board1688(1): 30–37.
30.
XuYLXiaY (2011) Structural Health Monitoring of Long-Span Suspension Bridges. London: CRC Press.
31.
YaSYamadaKIshikawaT (2011) Fatigue evaluation of rib-to-deck welded joints of orthotropic steel bridge deck. Journal of Bridge Engineering16(4): 492–499. DOI: 10.1061/(ASCE)BE.1943-5592.0000181
32.
YamadaKYaS (2008) Plate bending fatigue tests for root crack of trough rib of orthotropic steel deck. Journal of Structure Engineering54: 675–684. (in Japanese).
33.
YanFChenWZLinZB (2016) Prediction of fatigue life of welded details in cable-stayed orthotropic steel deck bridges. Engineering Structures127: 344–358. DOI: 10.1016/j.engstruct.2016.08.055
34.
YangZGLiuZYXiongYL, et al. (2018) Three-dimensional finite-element analysis of bond-slip behavior between crescent ribbed bar and concrete based on spring element. Journal of Materials in Civil Engineering30(5): 04018074. DOI: 10.1061/(ASCE)MT.1943-5533.0002260
35.
YangHBWangPQianHL, et al. (2022) Modeling of fatigue failure mode in U-rib to deck joints in orthotropic bridge structures. Fatigue & Fracture of Engineering Materials & Structures45(9): 2721–2733. DOI: 10.1111/ffe.13776
36.
YaoBLiFHWangX, et al. (2016) Evaluation of the shear characteristics of steel–asphalt interface by a direct shear test method. International Journal of Adhesion and Adhesives68: 70–79. DOI: 10.1016/j.ijadhadh.2016.02.005
37.
YuanDYCuiCZhangQH, et al. (2022) Influence of resin asphalt pavement on stress behaviors of double-side welded rib-to-deck joints in orthotropic steel decks. Journal of Constructional Steel Research197: 107491. DOI: 10.1016/j.jcsr.2022.107491
38.
ZhangHPLiuYDengY (2020) Temperature gradient modeling of a steel box-girder suspension bridge using copulas probabilistic method and field monitoring. Advances in Structural Engineering24(5): 947–961. DOI: 10.1177/1369433220971779
39.
ZhangHPLiLMaW, et al. (2022) Effects of welding residual stresses on fatigue reliability assessment of a PC beam bridge with corrugated steel webs under dynamic vehicle loading. Structures45: 1561–1572. DOI: 10.1016/j.istruc.2022.09.094
