Damage identification for bridge structures based on correlation of the bridge dynamic responses under vehicle load
In order to realize the damage identification of the bridge, a method based on the correlation of vehicle-induced response of the bridge is proposed. Firstly, using the measured vibration responses of the bridge under vehicle load, damage indexes based on Pearson correlation coefficient, Spearman co...
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| Published in | Structures (Oxford) Vol. 33; pp. 68 - 76 |
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| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.10.2021
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| Abstract | In order to realize the damage identification of the bridge, a method based on the correlation of vehicle-induced response of the bridge is proposed. Firstly, using the measured vibration responses of the bridge under vehicle load, damage indexes based on Pearson correlation coefficient, Spearman correlation coefficient and Kendall correlation coefficient are defined, respectively. Then, the proposed method is verified by numerical simulation and compared with the method based on Correlation function amplitude Vector (CorV). The effectiveness of the method for single damage and multiple damage of the bridge is examined. Numerical results demonstrate that the proposed method can effectively identify and locate the damage, and the effectiveness of the index based on Pearson correlation coefficient is the best. Finally, the proposed damage identification method is verified by experiments, and the results manifests that the comprehensive decision-making based on different damage indexes is helpful to improve the accuracy of damage location. Besides, the influence of road-surface roughness on damage identification is discussed. Results indicate that the damage indexes are affected by road-surface roughness, and the statistical mean value is beneficial to identify and locate the damage. |
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| AbstractList | In order to realize the damage identification of the bridge, a method based on the correlation of vehicle-induced response of the bridge is proposed. Firstly, using the measured vibration responses of the bridge under vehicle load, damage indexes based on Pearson correlation coefficient, Spearman correlation coefficient and Kendall correlation coefficient are defined, respectively. Then, the proposed method is verified by numerical simulation and compared with the method based on Correlation function amplitude Vector (CorV). The effectiveness of the method for single damage and multiple damage of the bridge is examined. Numerical results demonstrate that the proposed method can effectively identify and locate the damage, and the effectiveness of the index based on Pearson correlation coefficient is the best. Finally, the proposed damage identification method is verified by experiments, and the results manifests that the comprehensive decision-making based on different damage indexes is helpful to improve the accuracy of damage location. Besides, the influence of road-surface roughness on damage identification is discussed. Results indicate that the damage indexes are affected by road-surface roughness, and the statistical mean value is beneficial to identify and locate the damage. |
| Author | Zhang, Yifeng Zhu, Jinsong |
| Author_xml | – sequence: 1 givenname: Yifeng surname: Zhang fullname: Zhang, Yifeng organization: School of Civil Engineering, Tianjin Univ., Tianjin 300072, People’s Republic of China – sequence: 2 givenname: Jinsong surname: Zhu fullname: Zhu, Jinsong email: jszhu@tju.edu.cn organization: School of Civil Engineering, Tianjin Univ., Tianjin 300072, People’s Republic of China |
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| Cites_doi | 10.1155/2012/804590 10.1016/j.euromechsol.2012.12.012 10.1016/j.engstruct.2019.109364 10.1006/jsvi.2001.4213 10.1093/ije/dyq191 10.1016/j.istruc.2018.08.006 10.1016/j.ymssp.2007.03.004 10.1016/j.ymssp.2011.06.007 10.1016/j.jsv.2009.05.013 10.1080/0305215X.2017.1318872 10.1006/jsvi.1999.2275 10.1016/j.proeng.2014.12.675 10.1016/j.istruc.2020.08.034 10.1136/bmj.g7327 10.1061/(ASCE)CF.1943-5509.0001314 10.1016/j.ymssp.2011.06.018 10.1016/j.ijsolstr.2005.07.024 10.1002/stc.466 10.1016/j.porgcoat.2017.03.016 |
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| References | Ariaei, Ziaei-Rad, Ghayour (b0110) 2009; 326 Gorgin (b0065) 2020; 27 Cheng, Wu, Wallace, Swamidas (b0115) 1999; 225 Kaveh, Dadras (b0050) 2018; 50 Fu, Tang, Cai, Zuo, Tang, Zhao (b0080) 2020; 139 Spearman (b0095) 2010; 39 Torres, Alves, Cury, Barbosa (b0015) 2018 Gres, Andersen, Johansen, Ulriksen, Damkilde (b0005) 2018 Zhu, Zhang (b0130) 2019; 33 Roveri, Carcaterra (b0035) 2012; 28 Kunwar, Jha, Whelan, Janoyan (b0045) 2013; 20 Talaei, Beitollahi, Moshirabadi, Fallahian (b0060) 2018; 16 Abdi (b0100) 2007; 11 Tada, Paris, Irwin (b0125) 1973 Zhu, Law (b0030) 2006; 43 Yang, Yu, Sun (b0070) 2007; 21 Mahmoud, Abou Zaid (b0120) 2002; 256 de Almeida Cardoso, Cury, Barbosa (b0010) 2019; 196 Kendall, Maurice (b0105) 1979 Meredith, Gonzalez, Hester (b0040) 2012; 19 Dang (b0075) 2015; 99 Hester, Gonzalez (b0020) 2012; 28 Sedgwick (b0090) 2014 Khorram, Rezaeian, Bakhtiari-Nejad (b0025) 2013; 40 Momber, Buchbach, Plagemann, Marquardt (b0085) 2017; 108 Sun, Nagayama, Su, Fujino (b0055) 2016; 2016 Ariaei (10.1016/j.istruc.2021.04.022_b0110) 2009; 326 Fu (10.1016/j.istruc.2021.04.022_b0080) 2020; 139 Abdi (10.1016/j.istruc.2021.04.022_b0100) 2007; 11 Spearman (10.1016/j.istruc.2021.04.022_b0095) 2010; 39 Khorram (10.1016/j.istruc.2021.04.022_b0025) 2013; 40 Zhu (10.1016/j.istruc.2021.04.022_b0030) 2006; 43 Sun (10.1016/j.istruc.2021.04.022_b0055) 2016; 2016 Tada (10.1016/j.istruc.2021.04.022_b0125) 1973 Sedgwick (10.1016/j.istruc.2021.04.022_b0090) 2014 Torres (10.1016/j.istruc.2021.04.022_b0015) 2018 Talaei (10.1016/j.istruc.2021.04.022_b0060) 2018; 16 Mahmoud (10.1016/j.istruc.2021.04.022_b0120) 2002; 256 Yang (10.1016/j.istruc.2021.04.022_b0070) 2007; 21 Roveri (10.1016/j.istruc.2021.04.022_b0035) 2012; 28 Hester (10.1016/j.istruc.2021.04.022_b0020) 2012; 28 Kunwar (10.1016/j.istruc.2021.04.022_b0045) 2013; 20 Kendall (10.1016/j.istruc.2021.04.022_b0105) 1979 Cheng (10.1016/j.istruc.2021.04.022_b0115) 1999; 225 de Almeida Cardoso (10.1016/j.istruc.2021.04.022_b0010) 2019; 196 Gorgin (10.1016/j.istruc.2021.04.022_b0065) 2020; 27 Dang (10.1016/j.istruc.2021.04.022_b0075) 2015; 99 Zhu (10.1016/j.istruc.2021.04.022_b0130) 2019; 33 Momber (10.1016/j.istruc.2021.04.022_b0085) 2017; 108 Meredith (10.1016/j.istruc.2021.04.022_b0040) 2012; 19 Kaveh (10.1016/j.istruc.2021.04.022_b0050) 2018; 50 Gres (10.1016/j.istruc.2021.04.022_b0005) 2018 |
| References_xml | – volume: 196 year: 2019 ident: b0010 article-title: Automated real-time damage detection strategy using raw dynamic measurements publication-title: Eng Struct – volume: 40 start-page: 97 year: 2013 end-page: 113 ident: b0025 article-title: Multiple cracks detection in a beam subjected to a moving load using wavelet analysis combined with factorial design publication-title: Eur J Mech - A/Solids – volume: 50 start-page: 430 year: 2018 end-page: 451 ident: b0050 article-title: Structural damage identification using an enhanced thermal exchange optimization algorithm publication-title: Eng Optimiz – volume: 43 start-page: 2299 year: 2006 end-page: 2317 ident: b0030 article-title: Wavelet-based crack identification of bridge beam from operational deflection time history publication-title: Int J Solids Struct – volume: 21 start-page: 2918 year: 2007 end-page: 2932 ident: b0070 article-title: On the cross correlation function amplitude vector and its application to structural damage detection publication-title: Mech Syst Signal Pr – volume: 16 start-page: 10 year: 2018 end-page: 19 ident: b0060 article-title: Vibration-based structural damage detection using twin gaussian process (TGP) publication-title: Structures – volume: 326 start-page: 709 year: 2009 end-page: 724 ident: b0110 article-title: Vibration analysis of beams with open and breathing cracks subjected to moving masses publication-title: J Sound Vib – volume: 28 start-page: 128 year: 2012 end-page: 144 ident: b0035 article-title: Damage detection in structures under traveling loads by Hilbert-Huang transform publication-title: Mech Syst Signal Pr – volume: 19 start-page: 845 year: 2012 end-page: 856 ident: b0040 article-title: Empirical Mode Decomposition of the acceleration response of a prismatic beam subject to a moving load to identify multiple damage locations publication-title: Shock Vib – volume: 39 start-page: 1137 year: 2010 end-page: 1150 ident: b0095 article-title: The proof and measurement of association between two things publication-title: Int J Epidemiol – volume: 139 year: 2020 ident: b0080 article-title: Correlation research of phase angle variation and coating performance by means of Pearson’s correlation coefficient publication-title: Prog Org Coat – volume: 28 start-page: 145 year: 2012 end-page: 166 ident: b0020 article-title: A wavelet-based damage detection algorithm based on bridge acceleration response to a vehicle publication-title: Mech Syst Signal Pr – volume: 225 start-page: 201 year: 1999 end-page: 208 ident: b0115 article-title: Vibrational response of a beam with a breathing crack publication-title: J Sound Vib – volume: 20 start-page: 1 year: 2013 end-page: 15 ident: b0045 article-title: Damage detection in an experimental bridge model using Hilbert-Huang transform of transient vibrations publication-title: Struct Control Health Monitor – year: 1979 ident: b0105 article-title: The advanced theory of statistics – year: 2014 ident: b0090 article-title: Spearman’s rank correlation coefficient publication-title: BMJ – volume: 108 start-page: 90 year: 2017 end-page: 92 ident: b0085 article-title: Edge coverage of organic coatings and corrosion protection over edges under simulated ballast water tank conditions publication-title: Prog Org Coat – volume: 33 year: 2019 ident: b0130 article-title: Damage detection in bridge structures under moving vehicle loads using delay vector variance method publication-title: J Perform Constr Fac – volume: 11 year: 2007 ident: b0100 article-title: The Kendall rank correlation coefficient publication-title: Cognition – volume: 256 start-page: 591 year: 2002 end-page: 603 ident: b0120 article-title: Dynamic response of a beam with a crack subject to a moving mass publication-title: J Sound Vib – year: 2018 ident: b0005 article-title: A Comparison of Damage Detection Methods Applied to Civil Engineering Structures[C] – volume: 27 start-page: 2300 year: 2020 end-page: 2308 ident: b0065 article-title: Damage identification technique based on mode shape analysis of beam structures publication-title: Structures – year: 2018 ident: b0015 article-title: Advanced Statistical Techniques Applied to Raw Data for Structural Damage Detection[C] – volume: 2016 start-page: 1 year: 2016 end-page: 9 ident: b0055 article-title: A damage detection algorithm utilizing dynamic displacement of bridge under moving vehicle publication-title: Shock Vib – volume: 99 start-page: 1395 year: 2015 end-page: 1406 ident: b0075 article-title: Statistic strategy of damage detection for composite structure using the correlation function amplitude vector publication-title: Procedia Eng – year: 1973 ident: b0125 article-title: The stress analysis of cracks handbook – volume: 19 start-page: 845 year: 2012 ident: 10.1016/j.istruc.2021.04.022_b0040 article-title: Empirical Mode Decomposition of the acceleration response of a prismatic beam subject to a moving load to identify multiple damage locations publication-title: Shock Vib doi: 10.1155/2012/804590 – volume: 40 start-page: 97 year: 2013 ident: 10.1016/j.istruc.2021.04.022_b0025 article-title: Multiple cracks detection in a beam subjected to a moving load using wavelet analysis combined with factorial design publication-title: Eur J Mech - A/Solids doi: 10.1016/j.euromechsol.2012.12.012 – volume: 196 year: 2019 ident: 10.1016/j.istruc.2021.04.022_b0010 article-title: Automated real-time damage detection strategy using raw dynamic measurements publication-title: Eng Struct doi: 10.1016/j.engstruct.2019.109364 – volume: 256 start-page: 591 year: 2002 ident: 10.1016/j.istruc.2021.04.022_b0120 article-title: Dynamic response of a beam with a crack subject to a moving mass publication-title: J Sound Vib doi: 10.1006/jsvi.2001.4213 – volume: 39 start-page: 1137 year: 2010 ident: 10.1016/j.istruc.2021.04.022_b0095 article-title: The proof and measurement of association between two things publication-title: Int J Epidemiol doi: 10.1093/ije/dyq191 – volume: 16 start-page: 10 year: 2018 ident: 10.1016/j.istruc.2021.04.022_b0060 article-title: Vibration-based structural damage detection using twin gaussian process (TGP) publication-title: Structures doi: 10.1016/j.istruc.2018.08.006 – year: 1973 ident: 10.1016/j.istruc.2021.04.022_b0125 – volume: 21 start-page: 2918 year: 2007 ident: 10.1016/j.istruc.2021.04.022_b0070 article-title: On the cross correlation function amplitude vector and its application to structural damage detection publication-title: Mech Syst Signal Pr doi: 10.1016/j.ymssp.2007.03.004 – volume: 28 start-page: 145 year: 2012 ident: 10.1016/j.istruc.2021.04.022_b0020 article-title: A wavelet-based damage detection algorithm based on bridge acceleration response to a vehicle publication-title: Mech Syst Signal Pr doi: 10.1016/j.ymssp.2011.06.007 – volume: 326 start-page: 709 year: 2009 ident: 10.1016/j.istruc.2021.04.022_b0110 article-title: Vibration analysis of beams with open and breathing cracks subjected to moving masses publication-title: J Sound Vib doi: 10.1016/j.jsv.2009.05.013 – volume: 50 start-page: 430 year: 2018 ident: 10.1016/j.istruc.2021.04.022_b0050 article-title: Structural damage identification using an enhanced thermal exchange optimization algorithm publication-title: Eng Optimiz doi: 10.1080/0305215X.2017.1318872 – volume: 225 start-page: 201 year: 1999 ident: 10.1016/j.istruc.2021.04.022_b0115 article-title: Vibrational response of a beam with a breathing crack publication-title: J Sound Vib doi: 10.1006/jsvi.1999.2275 – volume: 99 start-page: 1395 year: 2015 ident: 10.1016/j.istruc.2021.04.022_b0075 article-title: Statistic strategy of damage detection for composite structure using the correlation function amplitude vector publication-title: Procedia Eng doi: 10.1016/j.proeng.2014.12.675 – volume: 27 start-page: 2300 year: 2020 ident: 10.1016/j.istruc.2021.04.022_b0065 article-title: Damage identification technique based on mode shape analysis of beam structures publication-title: Structures doi: 10.1016/j.istruc.2020.08.034 – volume: 139 year: 2020 ident: 10.1016/j.istruc.2021.04.022_b0080 article-title: Correlation research of phase angle variation and coating performance by means of Pearson’s correlation coefficient publication-title: Prog Org Coat – year: 2014 ident: 10.1016/j.istruc.2021.04.022_b0090 article-title: Spearman’s rank correlation coefficient publication-title: BMJ doi: 10.1136/bmj.g7327 – volume: 33 year: 2019 ident: 10.1016/j.istruc.2021.04.022_b0130 article-title: Damage detection in bridge structures under moving vehicle loads using delay vector variance method publication-title: J Perform Constr Fac doi: 10.1061/(ASCE)CF.1943-5509.0001314 – volume: 28 start-page: 128 year: 2012 ident: 10.1016/j.istruc.2021.04.022_b0035 article-title: Damage detection in structures under traveling loads by Hilbert-Huang transform publication-title: Mech Syst Signal Pr doi: 10.1016/j.ymssp.2011.06.018 – volume: 2016 start-page: 1 year: 2016 ident: 10.1016/j.istruc.2021.04.022_b0055 article-title: A damage detection algorithm utilizing dynamic displacement of bridge under moving vehicle publication-title: Shock Vib – volume: 43 start-page: 2299 year: 2006 ident: 10.1016/j.istruc.2021.04.022_b0030 article-title: Wavelet-based crack identification of bridge beam from operational deflection time history publication-title: Int J Solids Struct doi: 10.1016/j.ijsolstr.2005.07.024 – volume: 20 start-page: 1 year: 2013 ident: 10.1016/j.istruc.2021.04.022_b0045 article-title: Damage detection in an experimental bridge model using Hilbert-Huang transform of transient vibrations publication-title: Struct Control Health Monitor doi: 10.1002/stc.466 – year: 1979 ident: 10.1016/j.istruc.2021.04.022_b0105 – volume: 108 start-page: 90 year: 2017 ident: 10.1016/j.istruc.2021.04.022_b0085 article-title: Edge coverage of organic coatings and corrosion protection over edges under simulated ballast water tank conditions publication-title: Prog Org Coat doi: 10.1016/j.porgcoat.2017.03.016 – year: 2018 ident: 10.1016/j.istruc.2021.04.022_b0005 – year: 2018 ident: 10.1016/j.istruc.2021.04.022_b0015 – volume: 11 year: 2007 ident: 10.1016/j.istruc.2021.04.022_b0100 article-title: The Kendall rank correlation coefficient publication-title: Cognition |
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| Title | Damage identification for bridge structures based on correlation of the bridge dynamic responses under vehicle load |
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