Vehicle-induced fatigue damage prognosis of orthotropic steel decks of cable-stayed bridges
Tài liệu tham khảo
Kolstein, 2007
Zhang, 2015, Fatigue tests and fatigue assessment approaches for rib-to-diaphragm in steel orthotropic decks, J Constr Steel Res, 114, 110, 10.1016/j.jcsr.2015.07.014
Cui, 2018, Fatigue reliability evaluation of deck-to-rib welded joints in OSD considering stochastic traffic load and welding residual stress, Int J Fatigue, 11, 51
Luo, 2018, Fatigue evaluation of rib-to-deck welded joint using averaged strain energy density method, Eng Struct, 177, 682, 10.1016/j.engstruct.2018.09.090
Cui, 2018, Strain energy-based fatigue life evaluation of deck-to-rib welded joints in OSD considering combined effects of stochastic traffic load and welded residual stress, J Bridge Eng, ASCE, 23, 04017127, 10.1061/(ASCE)BE.1943-5592.0001181
Fisher, 2015, Evaluation of cracking in the rib-to-deck welds of the Bronx-Whitestone Bridge, J Bridge Eng, 21, 04015065, 10.1061/(ASCE)BE.1943-5592.0000823
Guo, 2012, Fatigue reliability assessment of steel bridge details integrating weigh-in-motion data and probabilistic finite element analysis, Comput Struct, 112, 245, 10.1016/j.compstruc.2012.09.002
Cui, 2019, Vehicle-induced dynamic stress analysis of orthotropic steel decks of cable-stayed bridges, Struct Infrastruct Eng, 1, 10.1080/15732479.2019.1680711
Lu, 2016, Fatigue reliability assessment of welded steel bridge decks under stochastic truck loads via machine learning, J Bridge Eng, 22, 04016105, 10.1061/(ASCE)BE.1943-5592.0000982
Zhang, 2017, Fatigue reliability assessment considering traffic flow variation based on weigh-in-motion data, Adv Struct Eng, 20, 125, 10.1177/1369433216646011
Li, 2017, Damage identification and optimal sensor placement for structures under unknown traffic-induced vibrations, J Aerosp Eng ASCE, 30, B4015001, 10.1061/(ASCE)AS.1943-5525.0000550
Deng, 2018, Fatigue performance investigation for hangers of suspension bridges based on site-specific vehicle loads, Struct Health Monitor, 1475921718786710
Wang, 2019, Dynamic stress analysis for fatigue damage prognosis of long-span bridges, Struct Infrastruct Eng, 1
Wang, 2019, Traffic load simulation for long-span suspension bridges: a case study, J Bridge Eng, 24, 05019005, 10.1061/(ASCE)BE.1943-5592.0001381
Liu, 2017, Fatigue reliability assessment for orthotropic steel deck details under traffic flow and temperature loading, Eng Fail Anal, 71, 179, 10.1016/j.engfailanal.2016.11.007
Cui, 2018, Influence of asphalt pavement conditions on fatigue damage of orthotropic steel decks: parametric analysis, J Bridge Eng, 23, 04018093, 10.1061/(ASCE)BE.1943-5592.0001313
Fu, 2017, Fatigue evaluation of cable-stayed bridge steel deck based on predicted traffic flow growth, KSCE J Civ Eng, 21, 1400, 10.1007/s12205-016-1033-0
Chen, 2011, Dynamic stress analysis of long suspension bridges under wind, railway, and highway loadings, J Bridge Eng, ASCE, 16, 383, 10.1061/(ASCE)BE.1943-5592.0000216
Greco, 2018, A moving mesh FE methodology for vehicle–bridge interaction modeling, Mech Adv Mater Struct, 1, 10.1080/15376494.2018.1506955
Lonetti, 2016, Dynamic behavior of tied-arch bridges under the action of moving loads, Math Probl Eng, 17
Greco, 2013, Dynamic analysis of cable-stayed bridges affected by accidental failure mechanisms under moving loads, Math Probl Eng, 10.1155/2013/302706
Lonetti, 2014, Vulnerability and failure analysis of hybrid cable-stayed suspension bridges subjected to damage mechanisms, Eng Fail Anal, 45, 470, 10.1016/j.engfailanal.2014.07.002
Gou, 2018, In-situ test and dynamic response of a double-deck tied-arch bridge, Steel Compos Struct, 27, 161
Chen, 2011, SHMS-based fatigue reliability analysis of multiloading suspension bridges, J Struct Eng, ASCE, 138, 299, 10.1061/(ASCE)ST.1943-541X.0000460
Wang, 2016, Number of stress cycles for fatigue design of simply-supported steel I-girder bridges considering the dynamic effect of vehicle loading, Eng Struct, 110, 70, 10.1016/j.engstruct.2015.11.054
Deng, 2017, Effect of pavement maintenance cycle on the fatigue reliability of simply-supported steel I-girder bridges under dynamic vehicle loading, Eng Struct, 133, 124, 10.1016/j.engstruct.2016.12.022
Zhang, 2012, Fatigue reliability assessment for long-span bridges under combined dynamic loads from winds and vehicles, J Bridge Eng, 18, 735, 10.1061/(ASCE)BE.1943-5592.0000411
Sun, 2019, Concurrent multi-scale fatigue damage evolution simulation method for long-span steel bridges, Int J Damage Mech, 28, 165, 10.1177/1056789517750460
Dong, 2001, A structural stress definition and numerical implementation for fatigue analysis of welded joints, Int J Fatigue, 23, 865, 10.1016/S0142-1123(01)00055-X
Dong, 2007, Analysis of recent fatigue data using the structural stress procedure in ASME Div 2 rewrite, J Press Vessel Technol, 129, 355, 10.1115/1.2748818
Ren, 2010, Finite element model updating in structural dynamics by using the response surface method, Eng Struct, 32, 2455, 10.1016/j.engstruct.2010.04.019
BS EN 1991-2: action on structures – Part 2: traffic loads on bridges, CEN, 2003.
Wang, 2017, Updating multiscale model of a long-span cable-stayed bridge, J Bridge Eng, ASCE, 23, 04017148, 10.1061/(ASCE)BE.1943-5592.0001195
Yang, 2004
Wang, 1992, Dynamic response of multigirder bridges, J Struct Eng, 118, 2222, 10.1061/(ASCE)0733-9445(1992)118:8(2222)
Li, 2005
González, 2011, Dynamic increment for shear force due to heavy vehicles crossing a highway bridge, Comput Struct, 89, 2261, 10.1016/j.compstruc.2011.08.009
Brady, 2006, Effect of vehicle velocity on the dynamic amplification of a vehicle crossing a simply supported bridge, J Bridge Eng, 11, 241, 10.1061/(ASCE)1084-0702(2006)11:2(241)
Han, 2014, Characteristics and dynamic impact of overloaded extra heavy trucks on typical highway bridges, J Bridge Eng, 20, 05014011, 10.1061/(ASCE)BE.1943-5592.0000666
O'connor, 2005, Traffic load modelling and factors influencing the accuracy of predicted extremes, Can J Civ Eng, 32, 270, 10.1139/l04-092
Mechanical vibration- road surface profiles- reporting of measured data. ISO 8608; 1995.
Sayers, 1996
Xu, 2011
Nasirizadeh, 2012, Optimization of wool dyeing with rutin as natural dye by central composite design method, Ind Crops Prod, 40, 361, 10.1016/j.indcrop.2012.03.035
Fatemi, 1998, Cumulative fatigue damage and life prediction theories: a survey of the state of the art for homogeneous materials, Int J Fatigue, 20, 9, 10.1016/S0142-1123(97)00081-9
Luo, 2018, Fatigue performance of welded joint between thickened-edge U-rib and deck in orthotropic steel deck, Eng Struct, 181, 699, 10.1016/j.engstruct.2018.10.030
Ya, 2011, Fatigue evaluation of rib-to-deck welded joints of orthotropic steel bridge deck, J Bridge Eng, 16, 492, 10.1061/(ASCE)BE.1943-5592.0000181
Li, 2017, Experimental study on fatigue resistance of rib-to-deck joint in orthotropic steel bridge deck, J Bridge Eng, 23, 04017128, 10.1061/(ASCE)BE.1943-5592.0001175
Heng, 2017, Fatigue performance of rib-to-deck joints in orthotropic steel decks with thickened edge U-ribs, J Bridge Eng, 22, 04017059, 10.1061/(ASCE)BE.1943-5592.0001095