Simultaneous detection of muli-type damage in highway prefabricated bridges by nondestructive impact testing.
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| Title: | Simultaneous detection of muli-type damage in highway prefabricated bridges by nondestructive impact testing. |
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| Authors: | Xu, Xinxiang1 (AUTHOR), Zhan, Jiawang1 (AUTHOR) jwzhan@bjtu.edu.cn, Wang, Chuang1 (AUTHOR), Wang, Zhihang1 (AUTHOR), Wang, Yujie1 (AUTHOR), Ni, Zhen1 (AUTHOR) |
| Source: | Nondestructive Testing & Evaluation. Sep2026, Vol. 41 Issue 9, p5380-5408. 29p. |
| Subjects: | Structural health monitoring, Nondestructive testing, Bridge design & construction, Marquardt algorithm, Bearings (Machinery) |
| Abstract: | Highway prefabricated bridges are widely used in medium and small-span systems, where bearings and lateral connections are the most damage-prone components. However, existing damage detection methodologies primarily focus on a single type component damage, which rarely address scenarios involving both bearings and lateral connections' damage existing simultaneously. To address this limitation, this study proposes a practical and cost-effective methodology for simultaneous localisation and quantification of multi-type damage using nondestructive impact testing. Two novel benchmark-free damage localisation indicators are proposed: NVD (Normalised Virtual Deflection) for bearing damage and SSD (Spectral Similarity Difference) for lateral connection damage, both with strong sensitivity and clear physical meaning. By fusing NVD and SSD through the Levenberg-Marquardt algorithm, the method further achieves robust damage quantification function. Numerical simulations and model bridge experiment confirm the method's high accuracy, strong anti-noise performance, and high sensitivity to damage type, location, or severity. By enabling the simultaneous detection of lateral connection and bearing damage for the first time, the developed method offers a promising solution for the comprehensive evaluation of highway prefabricated bridges in actual engineering. [ABSTRACT FROM AUTHOR] |
| Copyright of Nondestructive Testing & Evaluation is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
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| Header | DbId: egs DbLabel: Engineering Source An: 196386610 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Simultaneous detection of muli-type damage in highway prefabricated bridges by nondestructive impact testing. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Xu%2C+Xinxiang%22">Xu, Xinxiang</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Zhan%2C+Jiawang%22">Zhan, Jiawang</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> jwzhan@bjtu.edu.cn</i><br /><searchLink fieldCode="AR" term="%22Wang%2C+Chuang%22">Wang, Chuang</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Wang%2C+Zhihang%22">Wang, Zhihang</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Wang%2C+Yujie%22">Wang, Yujie</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Ni%2C+Zhen%22">Ni, Zhen</searchLink><relatesTo>1</relatesTo> (AUTHOR) – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Nondestructive+Testing+%26+Evaluation%22">Nondestructive Testing & Evaluation</searchLink>. Sep2026, Vol. 41 Issue 9, p5380-5408. 29p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Structural+health+monitoring%22">Structural health monitoring</searchLink><br /><searchLink fieldCode="DE" term="%22Nondestructive+testing%22">Nondestructive testing</searchLink><br /><searchLink fieldCode="DE" term="%22Bridge+design+%26+construction%22">Bridge design & construction</searchLink><br /><searchLink fieldCode="DE" term="%22Marquardt+algorithm%22">Marquardt algorithm</searchLink><br /><searchLink fieldCode="DE" term="%22Bearings+%28Machinery%29%22">Bearings (Machinery)</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Highway prefabricated bridges are widely used in medium and small-span systems, where bearings and lateral connections are the most damage-prone components. However, existing damage detection methodologies primarily focus on a single type component damage, which rarely address scenarios involving both bearings and lateral connections' damage existing simultaneously. To address this limitation, this study proposes a practical and cost-effective methodology for simultaneous localisation and quantification of multi-type damage using nondestructive impact testing. Two novel benchmark-free damage localisation indicators are proposed: NVD (Normalised Virtual Deflection) for bearing damage and SSD (Spectral Similarity Difference) for lateral connection damage, both with strong sensitivity and clear physical meaning. By fusing NVD and SSD through the Levenberg-Marquardt algorithm, the method further achieves robust damage quantification function. Numerical simulations and model bridge experiment confirm the method's high accuracy, strong anti-noise performance, and high sensitivity to damage type, location, or severity. By enabling the simultaneous detection of lateral connection and bearing damage for the first time, the developed method offers a promising solution for the comprehensive evaluation of highway prefabricated bridges in actual engineering. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Nondestructive Testing & Evaluation is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
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| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1080/10589759.2025.2549429 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 29 StartPage: 5380 Subjects: – SubjectFull: Structural health monitoring Type: general – SubjectFull: Nondestructive testing Type: general – SubjectFull: Bridge design & construction Type: general – SubjectFull: Marquardt algorithm Type: general – SubjectFull: Bearings (Machinery) Type: general Titles: – TitleFull: Simultaneous detection of muli-type damage in highway prefabricated bridges by nondestructive impact testing. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Xu, Xinxiang – PersonEntity: Name: NameFull: Zhan, Jiawang – PersonEntity: Name: NameFull: Wang, Chuang – PersonEntity: Name: NameFull: Wang, Zhihang – PersonEntity: Name: NameFull: Wang, Yujie – PersonEntity: Name: NameFull: Ni, Zhen IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 09 Text: Sep2026 Type: published Y: 2026 Identifiers: – Type: issn-print Value: 10589759 Numbering: – Type: volume Value: 41 – Type: issue Value: 9 Titles: – TitleFull: Nondestructive Testing & Evaluation Type: main |
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