Prediction of fatigue life of welded details in cable-stayed orthotropic steel deck bridges
•Predict fatigue life of welded details in cable-stayed orthotropic steel deck bridges.•Compute stress level at welded joints using a mixed-dimensional finite element method.•Sampling traffic information using Monte Carlo sampling approach. Welded details in cable-stayed orthotropic steel deck bridg...
Saved in:
| Published in | Engineering structures Vol. 127; pp. 344 - 358 |
|---|---|
| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
15.11.2016
|
| Subjects | |
| Online Access | Get full text |
Cover
Loading…
| Abstract | •Predict fatigue life of welded details in cable-stayed orthotropic steel deck bridges.•Compute stress level at welded joints using a mixed-dimensional finite element method.•Sampling traffic information using Monte Carlo sampling approach.
Welded details in cable-stayed orthotropic steel deck bridges are prone to fatigue damage and thus it is vital to fully understand their fatigue performance and effectively predict their fatigue life. In this study, fatigue life of welded joints is predicted based upon Miner’s damage rule and the histogram of stress range frequency with consideration of traffic data. Stress level and the influence surface at welded joints of interest are computed using a mixed-dimensional finite element method. To accurately evaluate the traffic effect on fatigue performance, Monte Carlo simulation is used to generate the vehicle-induced stress history at critical welded joints, in such a way to develop the stress range frequency histogram. The rain-flow counting algorithm is utilized to determine the stress cycles while fatigue damage is computed by formula of Miner’s rule. The proposed procedures for fatigue life prediction are implemented in a case study of a cable-stayed orthotropic steel deck bridge. |
|---|---|
| AbstractList | •Predict fatigue life of welded details in cable-stayed orthotropic steel deck bridges.•Compute stress level at welded joints using a mixed-dimensional finite element method.•Sampling traffic information using Monte Carlo sampling approach.
Welded details in cable-stayed orthotropic steel deck bridges are prone to fatigue damage and thus it is vital to fully understand their fatigue performance and effectively predict their fatigue life. In this study, fatigue life of welded joints is predicted based upon Miner’s damage rule and the histogram of stress range frequency with consideration of traffic data. Stress level and the influence surface at welded joints of interest are computed using a mixed-dimensional finite element method. To accurately evaluate the traffic effect on fatigue performance, Monte Carlo simulation is used to generate the vehicle-induced stress history at critical welded joints, in such a way to develop the stress range frequency histogram. The rain-flow counting algorithm is utilized to determine the stress cycles while fatigue damage is computed by formula of Miner’s rule. The proposed procedures for fatigue life prediction are implemented in a case study of a cable-stayed orthotropic steel deck bridge. |
| Author | Yan, Fei Lin, Zhibin Chen, Weizhen |
| Author_xml | – sequence: 1 givenname: Fei surname: Yan fullname: Yan, Fei organization: Department of Civil and Environmental Engineering, North Dakota State University, Fargo, ND 58018-6050, USA – sequence: 2 givenname: Weizhen surname: Chen fullname: Chen, Weizhen organization: Department of Bridge Engineering, Tongji University, Shanghai 290002, China – sequence: 3 givenname: Zhibin surname: Lin fullname: Lin, Zhibin email: zhibin.lin@ndsu.edu organization: Department of Civil and Environmental Engineering, North Dakota State University, Fargo, ND 58018-6050, USA |
| BookMark | eNqNkM1OwzAQhC1UJFrgGfALJPgnid0Dh6riT6oEBzhxsBxnXVxCXNkuqG-PoyIOXOC02tXMaOebocngB0DogpKSEtpcbkoY1jGFnUkly4eSyJLU9RGaUil4ITjjEzQltKIFYfPmBM1i3BBCmJRkil4eA3TOJOcH7C22Orn1DnDvLIz7J_QddLiDpF0fsRuw0W0PRUx6n-8-pFefgt86g2MC6LPSvOE2uG4N8QwdW91HOP-ep-j55vppeVesHm7vl4tVYbikqeB0bjUYIlowtWy5bBgV1DILYGRbCdlVAprKSqtFLQ0HBkRXct5UdSNprfkpujrkmuBjDGCVcUmPlVLIbytK1EhKbdQPKTWSUkSqTCr7xS__Nrh3Hfb_cC4OTsj1PhwEFY2DwWSkAbK28-7PjC8wYI0t |
| CitedBy_id | crossref_primary_10_1002_stc_2976 crossref_primary_10_3389_fmats_2023_1208363 crossref_primary_10_1016_j_engfailanal_2022_106391 crossref_primary_10_1016_j_jcsr_2024_108459 crossref_primary_10_1016_j_engfailanal_2022_107041 crossref_primary_10_1016_j_istruc_2021_12_008 crossref_primary_10_1016_j_istruc_2024_105957 crossref_primary_10_1016_j_istruc_2022_04_091 crossref_primary_10_1061__ASCE_AS_1943_5525_0000978 crossref_primary_10_1016_j_jcsr_2024_108532 crossref_primary_10_1061__ASCE_BE_1943_5592_0001219 crossref_primary_10_1007_s11665_023_09129_0 crossref_primary_10_1177_13694332231165347 crossref_primary_10_1016_j_tws_2021_107516 crossref_primary_10_1016_j_engstruct_2024_119523 crossref_primary_10_1061__ASCE_CF_1943_5509_0001572 crossref_primary_10_1016_j_istruc_2024_107729 crossref_primary_10_1016_j_engfailanal_2021_105530 crossref_primary_10_1016_j_engstruct_2021_113717 crossref_primary_10_1016_j_engstruct_2020_110624 crossref_primary_10_1007_s40194_020_01051_6 crossref_primary_10_1061__ASCE_BE_1943_5592_0001146 crossref_primary_10_1016_j_engstruct_2019_109926 crossref_primary_10_1680_jbren_23_00038 crossref_primary_10_1007_s40194_020_01031_w crossref_primary_10_1016_j_istruc_2023_105441 crossref_primary_10_1111_ffe_12930 crossref_primary_10_1016_j_istruc_2020_04_011 crossref_primary_10_3390_app10144708 crossref_primary_10_1080_15732479_2022_2120901 crossref_primary_10_1016_j_conbuildmat_2018_12_015 crossref_primary_10_1177_1369433220939210 crossref_primary_10_1007_s12205_016_1117_x crossref_primary_10_1016_j_jcsr_2023_107904 crossref_primary_10_3390_infrastructures7100135 crossref_primary_10_1016_j_engfailanal_2021_105366 crossref_primary_10_3390_app14010398 crossref_primary_10_1016_j_engstruct_2018_03_073 crossref_primary_10_1016_j_engstruct_2022_114400 crossref_primary_10_1061__ASCE_BE_1943_5592_0001199 crossref_primary_10_1016_j_measurement_2018_08_060 crossref_primary_10_3390_ma14051249 crossref_primary_10_1080_15732479_2020_1785511 crossref_primary_10_1007_s13296_019_00287_3 crossref_primary_10_1080_15732479_2024_2345281 crossref_primary_10_1088_1757_899X_1201_1_012036 crossref_primary_10_3390_s22186777 crossref_primary_10_1061__ASCE_MT_1943_5533_0004019 crossref_primary_10_3390_app9132582 crossref_primary_10_3390_app112311562 crossref_primary_10_1016_j_jcsr_2020_106248 crossref_primary_10_1016_j_jcsr_2022_107738 crossref_primary_10_1061__ASCE_BE_1943_5592_0001095 crossref_primary_10_1061__ASCE_BE_1943_5592_0001490 crossref_primary_10_1061_JSENDH_STENG_14073 crossref_primary_10_1061__ASCE_BE_1943_5592_0001246 crossref_primary_10_1080_13287982_2022_2120239 crossref_primary_10_1016_j_istruc_2023_105664 crossref_primary_10_1139_cjce_2016_0286 crossref_primary_10_1007_s13349_021_00488_7 crossref_primary_10_1007_s13349_019_00354_7 crossref_primary_10_3390_app131810368 crossref_primary_10_1016_j_ijfatigue_2024_108210 crossref_primary_10_1016_j_rineng_2024_102087 crossref_primary_10_1061__ASCE_CF_1943_5509_0001236 crossref_primary_10_1061__ASCE_MT_1943_5533_0002921 |
| Cites_doi | 10.1007/s13349-013-0056-1 10.1016/0951-8339(94)00029-R 10.1016/S0045-7949(01)00166-3 10.1155/2003/309413 10.1016/j.compstruc.2004.11.013 10.1016/j.ijfatigue.2005.07.017 10.1260/1369-4332.15.5.837 10.1016/j.ijfatigue.2011.11.008 10.1016/j.ijfatigue.2007.10.008 10.1061/(ASCE)1084-0702(2006)11:5(517) 10.1260/136943308784466224 10.1080/15732479.2012.688753 10.1007/s11709-011-0126-6 10.2991/iiicec-15.2015.446 10.1016/j.tafmec.2010.10.008 10.1007/s11771-014-2158-2 10.1016/j.jcsr.2007.03.002 10.1016/j.finel.2014.07.009 10.1061/(ASCE)1084-0702(2006)11:2(160) 10.1198/106186006X142681 10.1061/(ASCE)1084-0702(2003)8:5(323) 10.1115/1.4009458 |
| ContentType | Journal Article |
| Copyright | 2016 Elsevier Ltd |
| Copyright_xml | – notice: 2016 Elsevier Ltd |
| DBID | AAYXX CITATION |
| DOI | 10.1016/j.engstruct.2016.08.055 |
| DatabaseName | CrossRef |
| DatabaseTitle | CrossRef |
| DatabaseTitleList | |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Engineering |
| EISSN | 1873-7323 |
| EndPage | 358 |
| ExternalDocumentID | 10_1016_j_engstruct_2016_08_055 S0141029616304667 |
| GroupedDBID | --K --M -~X .~1 0R~ 1B1 1~. 1~5 4.4 457 4G. 5GY 5VS 7-5 71M 8P~ 9JN AABNK AACTN AAEDT AAEDW AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAXUO ABFNM ABJNI ABMAC ABQEM ABQYD ABYKQ ACDAQ ACGFS ACIWK ACLVX ACRLP ACSBN ADBBV ADEZE ADTZH AEBSH AECPX AEKER AENEX AFKWA AFRAH AFTJW AGHFR AGUBO AGYEJ AHHHB AHJVU AIEXJ AIKHN AITUG AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ ATOGT AXJTR BJAXD BKOJK BLXMC CS3 DU5 EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 FDB FIRID FNPLU FYGXN G-Q GBLVA IHE IMUCA J1W JJJVA KOM LY7 M41 MO0 N9A O-L O9- OAUVE OZT P-8 P-9 P2P PC. Q38 RIG RNS ROL RPZ SCC SDF SDG SDP SES SPC SPCBC SSE SST SSZ T5K TN5 XPP ZMT ~02 ~G- 29G AAQXK AATTM AAXKI AAYWO AAYXX ABEFU ABWVN ABXDB ACNNM ACRPL ACVFH ADCNI ADMUD ADNMO AEIPS AEUPX AFJKZ AFPUW AFXIZ AGCQF AGQPQ AGRNS AI. AIGII AIIUN AKBMS AKRWK AKYEP ANKPU APXCP ASPBG AVWKF AZFZN BNPGV CITATION FEDTE FGOYB G-2 HVGLF HZ~ R2- SET SEW SSH VH1 WUQ ZY4 |
| ID | FETCH-LOGICAL-c381t-319faec07bec58b3862171f2feec8b478d47e64f8fa758c3e2e0a4896456815a3 |
| IEDL.DBID | .~1 |
| ISSN | 0141-0296 |
| IngestDate | Tue Jul 01 03:01:52 EDT 2025 Thu Apr 24 22:55:21 EDT 2025 Fri Feb 23 02:26:51 EST 2024 |
| IsPeerReviewed | true |
| IsScholarly | true |
| Keywords | Welded details Orthotropic steel bridge deck Fatigue life prediction Mixed-dimensional finite element analysis Monte Carlo simulation |
| Language | English |
| LinkModel | DirectLink |
| MergedId | FETCHMERGED-LOGICAL-c381t-319faec07bec58b3862171f2feec8b478d47e64f8fa758c3e2e0a4896456815a3 |
| PageCount | 15 |
| ParticipantIDs | crossref_citationtrail_10_1016_j_engstruct_2016_08_055 crossref_primary_10_1016_j_engstruct_2016_08_055 elsevier_sciencedirect_doi_10_1016_j_engstruct_2016_08_055 |
| ProviderPackageCode | CITATION AAYXX |
| PublicationCentury | 2000 |
| PublicationDate | 2016-11-15 |
| PublicationDateYYYYMMDD | 2016-11-15 |
| PublicationDate_xml | – month: 11 year: 2016 text: 2016-11-15 day: 15 |
| PublicationDecade | 2010 |
| PublicationTitle | Engineering structures |
| PublicationYear | 2016 |
| Publisher | Elsevier Ltd |
| Publisher_xml | – name: Elsevier Ltd |
| References | Ren, Peng (b0005) 2005; 83 Fasl JD. Estimating the remaining fatigue life of steel bridges using field measurements; 2013. Brockenbrough, Merritt (b0015) 1999 Connor, Fisher (b0080) 2006; 11 Eurocode, C., 3: Design of steel structures. DRAFT prEN; 1993. Song, Ding (b0175) 2014; 21 Xiang (b0180) 2001 Xiao, Yamada, Ya, Zhao (b0100) 2008; 30 Aashto (b0110) 2010 Miner (b0130) 1945; 12 Kolstein (b0085) 2007 Wang, Li, Li (b0040) 2010; 54 Fricke, Paetzoldt (b0050) 1995; 8 Sun, Ren, Li, Zhang (b0200) 2014; 39 Battista, Pfeil, Carvalho (b0070) 2008; 64 Ge, Xiang (b0035) 2011; 5 Choi, Kim (b0095) 2008; 11 Rao, Talukdar (b0140) 2003; 10 Yu, Chan, Sun, Li (b0135) 2012; 15 Xiao, Yamada, Inoue, Yamaguchi (b0075) 2006; 28 Chen, Duan (b0020) 2014 de Jong (b0090) 2007 Wang, Xu, Qu (b0125) 2014; 92 Lin Z, Yan F, Azimi M, Azarmi F, Al-Kaseasbeh Q. A revisit of fatigue performance based welding quality criteria in bridge welding provisions and guidelines. In: international industrial informatics and computer engineering conference (IIICEC), Shaanxi, China; 2015. Nevling, Linzell, Laman (b0120) 2006; 11 Mangus, Sun (b0115) 1999 Lin Z, Zhao J, Tabatabai H. Impact of overweight vehicles (with heavy axle loads) on bridge deck deterioration; 2012. Wang, Lin, Tang (b0010) 2002; 80 Maljaars, Steenbergen, Vrouwenvelder (b0060) 2012; 38 Enright, O’Brien (b0145) 2013; 9 Lin, Azarmi, Al-Kaseasbeh, Azimi, Yan (b0045) 2015 Connor R, Fisher J, Gatti W, Gopalaratnam V, Kozy B, Leshko B, et al. Manual for design, construction, and maintenance of orthotropic steel deck bridges; 2012. Cao, Shao, Zhang, Zhao (b0065) 2015 Ya, Yamada, Ishikawa (b0105) 2010 Li (b0195) 2012 Kalos, Whitlock (b0155) 2008 Tan (b0150) 2006; 15 Kelton, Law (b0160) 2000 Li, Cui, Wang, Pan (b0170) 2009 Tsakopoulos, Fisher (b0190) 2003; 8 Li (10.1016/j.engstruct.2016.08.055_b0170) 2009 Lin (10.1016/j.engstruct.2016.08.055_b0045) 2015 Yu (10.1016/j.engstruct.2016.08.055_b0135) 2012; 15 Tan (10.1016/j.engstruct.2016.08.055_b0150) 2006; 15 Kolstein (10.1016/j.engstruct.2016.08.055_b0085) 2007 Wang (10.1016/j.engstruct.2016.08.055_b0125) 2014; 92 10.1016/j.engstruct.2016.08.055_b0025 Miner (10.1016/j.engstruct.2016.08.055_b0130) 1945; 12 Tsakopoulos (10.1016/j.engstruct.2016.08.055_b0190) 2003; 8 Song (10.1016/j.engstruct.2016.08.055_b0175) 2014; 21 Fricke (10.1016/j.engstruct.2016.08.055_b0050) 1995; 8 Choi (10.1016/j.engstruct.2016.08.055_b0095) 2008; 11 Nevling (10.1016/j.engstruct.2016.08.055_b0120) 2006; 11 10.1016/j.engstruct.2016.08.055_b0030 10.1016/j.engstruct.2016.08.055_b0055 Enright (10.1016/j.engstruct.2016.08.055_b0145) 2013; 9 Xiang (10.1016/j.engstruct.2016.08.055_b0180) 2001 Ren (10.1016/j.engstruct.2016.08.055_b0005) 2005; 83 Brockenbrough (10.1016/j.engstruct.2016.08.055_b0015) 1999 Chen (10.1016/j.engstruct.2016.08.055_b0020) 2014 Rao (10.1016/j.engstruct.2016.08.055_b0140) 2003; 10 Battista (10.1016/j.engstruct.2016.08.055_b0070) 2008; 64 Kelton (10.1016/j.engstruct.2016.08.055_b0160) 2000 Connor (10.1016/j.engstruct.2016.08.055_b0080) 2006; 11 de Jong (10.1016/j.engstruct.2016.08.055_b0090) 2007 Mangus (10.1016/j.engstruct.2016.08.055_b0115) 1999 Wang (10.1016/j.engstruct.2016.08.055_b0010) 2002; 80 Maljaars (10.1016/j.engstruct.2016.08.055_b0060) 2012; 38 Aashto (10.1016/j.engstruct.2016.08.055_b0110) 2010 10.1016/j.engstruct.2016.08.055_b0185 10.1016/j.engstruct.2016.08.055_b0165 Sun (10.1016/j.engstruct.2016.08.055_b0200) 2014; 39 Ya (10.1016/j.engstruct.2016.08.055_b0105) 2010 Cao (10.1016/j.engstruct.2016.08.055_b0065) 2015 Xiao (10.1016/j.engstruct.2016.08.055_b0075) 2006; 28 Xiao (10.1016/j.engstruct.2016.08.055_b0100) 2008; 30 Kalos (10.1016/j.engstruct.2016.08.055_b0155) 2008 Li (10.1016/j.engstruct.2016.08.055_b0195) 2012 Wang (10.1016/j.engstruct.2016.08.055_b0040) 2010; 54 Ge (10.1016/j.engstruct.2016.08.055_b0035) 2011; 5 |
| References_xml | – reference: Lin Z, Yan F, Azimi M, Azarmi F, Al-Kaseasbeh Q. A revisit of fatigue performance based welding quality criteria in bridge welding provisions and guidelines. In: international industrial informatics and computer engineering conference (IIICEC), Shaanxi, China; 2015. – volume: 28 start-page: 409 year: 2006 end-page: 416 ident: b0075 article-title: Fatigue cracks in longitudinal ribs of steel orthotropic deck publication-title: Int J Fatigue – volume: 30 start-page: 1387 year: 2008 end-page: 1397 ident: b0100 article-title: Stress analyses and fatigue evaluation of rib-to-deck joints in steel orthotropic decks publication-title: Int J Fatigue – year: 1999 ident: b0115 article-title: Orthotropic deck bridges publication-title: Bridge engineering handbook – volume: 11 start-page: 160 year: 2006 end-page: 168 ident: b0120 article-title: Examination of level of analysis accuracy for curved I-girder bridges through comparisons to field data publication-title: J Bridge Eng – volume: 83 start-page: 536 year: 2005 end-page: 550 ident: b0005 article-title: Baseline finite element modeling of a large span cable-stayed bridge through field ambient vibration tests publication-title: Comput Struct – start-page: 1 year: 2015 end-page: 19 ident: b0065 article-title: Retrofit of an orthotropic steel deck with compact reinforced reactive powder concrete publication-title: Struct Infrastruct Eng – year: 2009 ident: b0170 article-title: Stress distribution of orthotropic steel bridge decks under vehicle wheel loading publication-title: The nineteenth international offshore and polar engineering conference – year: 2015 ident: b0045 article-title: Advanced ultrasonic testing technologies with applications to evaluation of steel bridge welding – an overview publication-title: Appl Mech Mater – year: 2001 ident: b0180 article-title: Advanced bridge structure theory [M] – year: 2007 ident: b0085 article-title: Fatigue classification of welded joints in orthotropic steel bridge decks – volume: 5 start-page: 432 year: 2011 end-page: 450 ident: b0035 article-title: Concept and requirements of sustainable development in bridge engineering publication-title: Front Archit Civil Eng China – volume: 12 start-page: 159 year: 1945 end-page: 164 ident: b0130 article-title: Cumulative damage in fatigue publication-title: J Appl Mech – year: 2014 ident: b0020 article-title: Bridge engineering handbook: construction and maintenance – volume: 15 start-page: 837 year: 2012 end-page: 853 ident: b0135 article-title: Mixed-dimensional consistent coupling by multi-point constraint equations for efficient multi-scale modeling publication-title: Adv Struct Eng – volume: 9 start-page: 1267 year: 2013 end-page: 1282 ident: b0145 article-title: Monte Carlo simulation of extreme traffic loading on short and medium span bridges publication-title: Struct Infrastruct Eng – volume: 15 year: 2006 ident: b0150 article-title: Monte Carlo integration with acceptance-rejection publication-title: J Comput Graphical Stat – volume: 39 start-page: 297 year: 2014 end-page: 301 ident: b0200 article-title: Random axle frequency value spectrum deduction of steel deck based on WIM publication-title: Highway Eng – volume: 11 start-page: 189 year: 2008 end-page: 198 ident: b0095 article-title: Stress characteristics and fatigue crack behaviour of the longitudinal rib-to-cross beam joints in an orthotropic steel deck publication-title: Adv Struct Eng – reference: Connor R, Fisher J, Gatti W, Gopalaratnam V, Kozy B, Leshko B, et al. Manual for design, construction, and maintenance of orthotropic steel deck bridges; 2012. – reference: Eurocode, C., 3: Design of steel structures. DRAFT prEN; 1993. – volume: 92 start-page: 12 year: 2014 end-page: 25 ident: b0125 article-title: Mixed-dimensional finite element coupling for structural multi-scale simulation publication-title: Finite Elem Anal Des – volume: 80 start-page: 165 year: 2002 end-page: 182 ident: b0010 article-title: Study on nonlinear analysis of a highly redundant cable-stayed bridge publication-title: Comput Struct – year: 2010 ident: b0105 article-title: Fatigue evaluation of rib-to-deck welded joints of orthotropic steel bridge deck publication-title: J Bridge Eng – volume: 10 start-page: 325 year: 2003 end-page: 338 ident: b0140 article-title: Prediction of fatigue life of a continuous bridge girder based on vehicle induced stress history publication-title: Shock Vib – year: 1999 ident: b0015 article-title: Structural steel designer’s handbook – volume: 21 start-page: 2091 year: 2014 end-page: 2099 ident: b0175 article-title: Influence of local geometric parameters on fatigue performance of orthotropic steel deck publication-title: J Central South Univ – reference: Lin Z, Zhao J, Tabatabai H. Impact of overweight vehicles (with heavy axle loads) on bridge deck deterioration; 2012. – year: 2008 ident: b0155 article-title: Monte Carlo methods – volume: 11 start-page: 517 year: 2006 end-page: 525 ident: b0080 article-title: Consistent approach to calculating stresses for fatigue design of welded rib-to-web connections in steel orthotropic bridge decks publication-title: J Bridge Eng – year: 2012 ident: b0195 article-title: Fatigue life evaluation of orthotropic steel plate based on health monitoring – volume: 8 start-page: 323 year: 2003 end-page: 333 ident: b0190 article-title: Full-scale fatigue tests of steel orthotropic decks for the Williamsburg Bridge publication-title: J Bridge Eng – volume: 8 start-page: 423 year: 1995 end-page: 447 ident: b0050 article-title: Fatigue strength assessment of scallops—an example for the application of nominal and local stress approaches publication-title: Mar Struct – volume: 38 start-page: 108 year: 2012 end-page: 117 ident: b0060 article-title: Probabilistic model for fatigue crack growth and fracture of welded joints in civil engineering structures publication-title: Int J Fatigue – volume: 64 start-page: 134 year: 2008 end-page: 143 ident: b0070 article-title: Fatigue life estimates for a slender orthotropic steel deck publication-title: J Constr Steel Res – volume: 54 start-page: 127 year: 2010 end-page: 136 ident: b0040 article-title: Combined use of SHMS and finite element strain data for assessing the fatigue reliability index of girder components in long-span cable-stayed bridge publication-title: Theoret Appl Fract Mech – year: 2007 ident: b0090 article-title: Renovation techniques for fatigue cracked orthotropic steel bridge decks – year: 2000 ident: b0160 article-title: Simulation modeling and analysis – reference: Fasl JD. Estimating the remaining fatigue life of steel bridges using field measurements; 2013. – year: 2010 ident: b0110 article-title: LRFD bridge design specifications – ident: 10.1016/j.engstruct.2016.08.055_b0055 doi: 10.1007/s13349-013-0056-1 – year: 1999 ident: 10.1016/j.engstruct.2016.08.055_b0015 – year: 2001 ident: 10.1016/j.engstruct.2016.08.055_b0180 – ident: 10.1016/j.engstruct.2016.08.055_b0030 – volume: 8 start-page: 423 issue: 4 year: 1995 ident: 10.1016/j.engstruct.2016.08.055_b0050 article-title: Fatigue strength assessment of scallops—an example for the application of nominal and local stress approaches publication-title: Mar Struct doi: 10.1016/0951-8339(94)00029-R – year: 2010 ident: 10.1016/j.engstruct.2016.08.055_b0105 article-title: Fatigue evaluation of rib-to-deck welded joints of orthotropic steel bridge deck publication-title: J Bridge Eng – year: 2014 ident: 10.1016/j.engstruct.2016.08.055_b0020 – volume: 80 start-page: 165 issue: 2 year: 2002 ident: 10.1016/j.engstruct.2016.08.055_b0010 article-title: Study on nonlinear analysis of a highly redundant cable-stayed bridge publication-title: Comput Struct doi: 10.1016/S0045-7949(01)00166-3 – volume: 10 start-page: 325 issue: 5–6 year: 2003 ident: 10.1016/j.engstruct.2016.08.055_b0140 article-title: Prediction of fatigue life of a continuous bridge girder based on vehicle induced stress history publication-title: Shock Vib doi: 10.1155/2003/309413 – volume: 83 start-page: 536 issue: 8 year: 2005 ident: 10.1016/j.engstruct.2016.08.055_b0005 article-title: Baseline finite element modeling of a large span cable-stayed bridge through field ambient vibration tests publication-title: Comput Struct doi: 10.1016/j.compstruc.2004.11.013 – ident: 10.1016/j.engstruct.2016.08.055_b0185 – year: 2015 ident: 10.1016/j.engstruct.2016.08.055_b0045 article-title: Advanced ultrasonic testing technologies with applications to evaluation of steel bridge welding – an overview publication-title: Appl Mech Mater – volume: 28 start-page: 409 issue: 4 year: 2006 ident: 10.1016/j.engstruct.2016.08.055_b0075 article-title: Fatigue cracks in longitudinal ribs of steel orthotropic deck publication-title: Int J Fatigue doi: 10.1016/j.ijfatigue.2005.07.017 – volume: 15 start-page: 837 issue: 5 year: 2012 ident: 10.1016/j.engstruct.2016.08.055_b0135 article-title: Mixed-dimensional consistent coupling by multi-point constraint equations for efficient multi-scale modeling publication-title: Adv Struct Eng doi: 10.1260/1369-4332.15.5.837 – volume: 38 start-page: 108 year: 2012 ident: 10.1016/j.engstruct.2016.08.055_b0060 article-title: Probabilistic model for fatigue crack growth and fracture of welded joints in civil engineering structures publication-title: Int J Fatigue doi: 10.1016/j.ijfatigue.2011.11.008 – volume: 30 start-page: 1387 issue: 8 year: 2008 ident: 10.1016/j.engstruct.2016.08.055_b0100 article-title: Stress analyses and fatigue evaluation of rib-to-deck joints in steel orthotropic decks publication-title: Int J Fatigue doi: 10.1016/j.ijfatigue.2007.10.008 – volume: 11 start-page: 517 issue: 5 year: 2006 ident: 10.1016/j.engstruct.2016.08.055_b0080 article-title: Consistent approach to calculating stresses for fatigue design of welded rib-to-web connections in steel orthotropic bridge decks publication-title: J Bridge Eng doi: 10.1061/(ASCE)1084-0702(2006)11:5(517) – volume: 11 start-page: 189 issue: 2 year: 2008 ident: 10.1016/j.engstruct.2016.08.055_b0095 article-title: Stress characteristics and fatigue crack behaviour of the longitudinal rib-to-cross beam joints in an orthotropic steel deck publication-title: Adv Struct Eng doi: 10.1260/136943308784466224 – year: 2008 ident: 10.1016/j.engstruct.2016.08.055_b0155 – ident: 10.1016/j.engstruct.2016.08.055_b0165 – year: 2012 ident: 10.1016/j.engstruct.2016.08.055_b0195 – year: 2007 ident: 10.1016/j.engstruct.2016.08.055_b0090 – volume: 39 start-page: 297 issue: 6 year: 2014 ident: 10.1016/j.engstruct.2016.08.055_b0200 article-title: Random axle frequency value spectrum deduction of steel deck based on WIM publication-title: Highway Eng – volume: 9 start-page: 1267 issue: 12 year: 2013 ident: 10.1016/j.engstruct.2016.08.055_b0145 article-title: Monte Carlo simulation of extreme traffic loading on short and medium span bridges publication-title: Struct Infrastruct Eng doi: 10.1080/15732479.2012.688753 – year: 2000 ident: 10.1016/j.engstruct.2016.08.055_b0160 – volume: 5 start-page: 432 issue: 4 year: 2011 ident: 10.1016/j.engstruct.2016.08.055_b0035 article-title: Concept and requirements of sustainable development in bridge engineering publication-title: Front Archit Civil Eng China doi: 10.1007/s11709-011-0126-6 – year: 1999 ident: 10.1016/j.engstruct.2016.08.055_b0115 article-title: Orthotropic deck bridges – ident: 10.1016/j.engstruct.2016.08.055_b0025 doi: 10.2991/iiicec-15.2015.446 – volume: 54 start-page: 127 issue: 2 year: 2010 ident: 10.1016/j.engstruct.2016.08.055_b0040 article-title: Combined use of SHMS and finite element strain data for assessing the fatigue reliability index of girder components in long-span cable-stayed bridge publication-title: Theoret Appl Fract Mech doi: 10.1016/j.tafmec.2010.10.008 – volume: 21 start-page: 2091 year: 2014 ident: 10.1016/j.engstruct.2016.08.055_b0175 article-title: Influence of local geometric parameters on fatigue performance of orthotropic steel deck publication-title: J Central South Univ doi: 10.1007/s11771-014-2158-2 – volume: 64 start-page: 134 issue: 1 year: 2008 ident: 10.1016/j.engstruct.2016.08.055_b0070 article-title: Fatigue life estimates for a slender orthotropic steel deck publication-title: J Constr Steel Res doi: 10.1016/j.jcsr.2007.03.002 – year: 2009 ident: 10.1016/j.engstruct.2016.08.055_b0170 article-title: Stress distribution of orthotropic steel bridge decks under vehicle wheel loading – year: 2007 ident: 10.1016/j.engstruct.2016.08.055_b0085 – year: 2010 ident: 10.1016/j.engstruct.2016.08.055_b0110 – start-page: 1 year: 2015 ident: 10.1016/j.engstruct.2016.08.055_b0065 article-title: Retrofit of an orthotropic steel deck with compact reinforced reactive powder concrete publication-title: Struct Infrastruct Eng – volume: 92 start-page: 12 year: 2014 ident: 10.1016/j.engstruct.2016.08.055_b0125 article-title: Mixed-dimensional finite element coupling for structural multi-scale simulation publication-title: Finite Elem Anal Des doi: 10.1016/j.finel.2014.07.009 – volume: 11 start-page: 160 issue: 2 year: 2006 ident: 10.1016/j.engstruct.2016.08.055_b0120 article-title: Examination of level of analysis accuracy for curved I-girder bridges through comparisons to field data publication-title: J Bridge Eng doi: 10.1061/(ASCE)1084-0702(2006)11:2(160) – volume: 15 issue: 3 year: 2006 ident: 10.1016/j.engstruct.2016.08.055_b0150 article-title: Monte Carlo integration with acceptance-rejection publication-title: J Comput Graphical Stat doi: 10.1198/106186006X142681 – volume: 8 start-page: 323 issue: 5 year: 2003 ident: 10.1016/j.engstruct.2016.08.055_b0190 article-title: Full-scale fatigue tests of steel orthotropic decks for the Williamsburg Bridge publication-title: J Bridge Eng doi: 10.1061/(ASCE)1084-0702(2003)8:5(323) – volume: 12 start-page: 159 issue: 3 year: 1945 ident: 10.1016/j.engstruct.2016.08.055_b0130 article-title: Cumulative damage in fatigue publication-title: J Appl Mech doi: 10.1115/1.4009458 |
| SSID | ssj0002880 |
| Score | 2.442862 |
| Snippet | •Predict fatigue life of welded details in cable-stayed orthotropic steel deck bridges.•Compute stress level at welded joints using a mixed-dimensional finite... |
| SourceID | crossref elsevier |
| SourceType | Enrichment Source Index Database Publisher |
| StartPage | 344 |
| SubjectTerms | Fatigue life prediction Mixed-dimensional finite element analysis Monte Carlo simulation Orthotropic steel bridge deck Welded details |
| Title | Prediction of fatigue life of welded details in cable-stayed orthotropic steel deck bridges |
| URI | https://dx.doi.org/10.1016/j.engstruct.2016.08.055 |
| Volume | 127 |
| hasFullText | 1 |
| inHoldings | 1 |
| isFullTextHit | |
| isPrint | |
| link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LSwMxEA6lXvQgPvFZcvC6dh_JZtdbKZaqUAQtFDws2eykrC67pVbEi7_dzD5qC0IPHhNmIEyGmQn55htCrhJp8qijQkv7IC3GObekkqHFYikFuInNkhLlO_KHY3Y_4ZMW6Te9MAirrGN_FdPLaF3vdGtrdmdp2n0qIYpu6JuKwjzyfOwoZ0ygl19__8I83KCcnobCFkqvYbwgn1Y0rYjx8ksuT-z5-ytDrWSdwR7ZrctF2qtOtE9akB-QnRUSwUPy8jjHzxY0MC001cbU0w-gWaoB15-QJZDQCir6TtOcKuyWskxV-GX28dumWMyLWaqouXDIjKR6ozX7wxEZD26f-0OrHplgKZN6FyaihlqCsoW5Gh7EnnmvOMLRrgZQQcxEkDABPtOBluahoDxwwZYsCH2GRGRceseknRc5nBDqOVyEMnQTJWKkXZdBLF2PcSmYxrr8lPiNmSJV84njWIssaoBjr9HSvhHaN8KBl5yfEnupOKsoNTar3DT3EK15R2QC_ybls_8on5NtXGH3ocMvSNsIwKUpQxZxp_SzDtnq3T0MRz9q4d-X |
| linkProvider | Elsevier |
| linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV1LT9wwEB4BPQCHiqeAtuADHMNuHDtOKvVQFdDyFBIgIXEIjjNGgVV2BVshLv1T_YOdSbIUpEocKo5x7MiZGc2M5W--AdgsLMXR0KWBj9EGSmsdWGfTQOXWGpRFVxU1yvck7l2og0t9OQG_x7UwDKtsfX_j02tv3Y50Wml2hmXZOashijKNKaOgQ15sWmTlIT490rnt4dv-Dil5S8q93fMfvaBtLRA4ClEj8jypt-i6hn5BJ3lEeX1oQi89oktyZZJCGYyVT7ylhNpFKLFrVZLGigm7tI3ou5PwQZG74LYJ27_-4kpkUrdr490FvL1XoDKsbhpeWAaVxTV5KBcZ_iskvghze3Pwsc1PxfdGBPMwgdUCzL5gLVyEq9N7vt1hjYqBF550e_MTRb_0yM-P2C-wEA029UGUlXBcnhVQGvpE43xPNBjdD4alE2Rh2KeZ7k60dBNLcPEuglyGqWpQ4QqIKNQmtaksnMmZ590muZWR0tYozweBVYjHYspcS2DOfTT62Ripdps9yzdj-WbcYVPrVeg-Lxw2HB5vL_k61kP2yhwzijRvLV77n8UbMN07Pz7KjvZPDj_BDL_h0sdQf4YpmoxfKAca5eu1zQm4fm8j_wMohxtI |
| openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Prediction+of+fatigue+life+of+welded+details+in+cable-stayed+orthotropic+steel+deck+bridges&rft.jtitle=Engineering+structures&rft.au=Yan%2C+Fei&rft.au=Chen%2C+Weizhen&rft.au=Lin%2C+Zhibin&rft.date=2016-11-15&rft.issn=0141-0296&rft.volume=127&rft.spage=344&rft.epage=358&rft_id=info:doi/10.1016%2Fj.engstruct.2016.08.055&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_engstruct_2016_08_055 |
| thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0141-0296&client=summon |
| thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0141-0296&client=summon |
| thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0141-0296&client=summon |