Technical Papers
Jan 5, 2024

Neutral Axis-Based Anomaly Detection for Local Damage to Girders Affected by Nonlinear Temperature Gradients

Publication: Journal of Bridge Engineering
Volume 29, Issue 3

Abstract

Damage to girders threaten a bridge’s safety. They can be effectively detected by the neutral axis (NA) position of a girder. However, the NA position is inevitably affected by the nonlinear temperature gradient of girders, which could mask the damage-induced abnormality. Aiming at the practicality of the NA position, an improved thermal-varying NA model was scientifically derived by accommodating vertically distributed measurements of a nonlinear temperature gradient, followed by several simplified models. By eliminating the effect of the nonlinear temperature gradient on the NA position to the maximum, an abnormality alarming framework was then established for damage detection of girders. Finally, a girder model imposed by an actual nonlinear temperature gradient was developed to validate the advantages of the improved model and the effectiveness of the alarming framework. The proposed models are an improvement over the existing model in terms of prediction accuracy and stability. Additionally, the NA-based alarming method can effectively detect minor damage to the girder subjected to varying nonlinear temperature gradients. The optimal strain measurement is recommended at the lowest turning point of the temperature difference characteristic above the NA position, and the optimal temperature measurement should effectively represent the statistical outline feature of the temperature difference.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research work was jointly supported by the National Natural Science Foundation of China (Grant Nos. 52208323 and 52250011), Henan Provincial Science and Technology Research Project (Grant Nos. 232102320010 and 212102310975), and the Fundamental Research Funds for the Central Universities (Grant No. DUT22ZD213).

References

Algohi, B., D. Svecova, A. Mufti, B. Bakht, and D. Thomson. 2020. “Long-term study on the effect of temperature on composite action and variation of neutral axis in slab on girder bridges.” Struct. Health Monit. 19 (5): 1577–1589. https://doi.org/10.1177/1475921719890588.
Aloupis, C., H. W. Shenton, and M. J. Chajes. 2021. “Monitoring neutral axis position using monthly sample residuals as estimated from a data mining model.” Front. Built Environ. 7: 625754. https://doi.org/10.3389/fbuil.2021.625754.
Han, Q., Q. Ma, J. Xu, and M. Liu. 2021. “Structural health monitoring research under varying temperature condition: A review.” J. Civ. Struct. Health Monit. 11 (1): 149–173. https://doi.org/10.1007/s13349-020-00444-x.
Huang, H.-B., T.-H. Yi, H.-N. Li, and H. Liu. 2020. “Strain-based performance warning method for bridge main girders under variable operating conditions.” J. Bridge Eng. 25 (4): 4020013. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001538.
Huang, H.-B., T.-H. Yi, H.-N. Li, and H. Liu. 2022. “Sparse Bayesian identification of temperature–displacement model for performance assessment and early warning of bridge bearings.” J. Struct. Eng. 148 (6): 04022052. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003354.
Jiao, Y., H. Liu, X. Wang, Y. Zhang, G. Luo, and Y. Gong. 2014. “Temperature effect on mechanical properties and damage identification of concrete structure.” Adv. Mater. Sci. Eng. 2014 (2): 191360. https://doi.org/10.1155/2014/191360.
Liu, J., Y. Liu, G. Zhang, L. Jiang, and X. Yan. 2020. “Prediction formula for temperature gradient of concrete-filled steel tubular member with an arbitrary inclination.” J. Bridge Eng. 25 (10): 4020076. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001599.
Lou, T., S. M. R. Lopes, and A. V. Lopes. 2014. “Factors affecting moment redistribution at ultimate in continuous beams prestressed with external CFRP tendons.” Composites, Part B 66 (4): 136–146. https://doi.org/10.1016/j.compositesb.2014.05.007.
Lou, T., C. Peng, T. L. Karavasilis, D. Min, and W. Sun. 2020. “Moment redistribution versus neutral axis depth in continuous PSC beams with external CFRP tendons.” Eng. Struct. 209 (1): 109927. https://doi.org/10.1016/j.engstruct.2019.109927.
Shoukry, S. N., G. W. William, B. Downie, and M. Y. Riad. 2011. “Effect of moisture and temperature on the mechanical properties of concrete.” Constr. Build. Mater. 25 (2): 688–696. https://doi.org/10.1016/j.conbuildmat.2010.07.020.
Sigurdardottir, D. H., and B. Glisic. 2013. “Neutral axis as damage sensitive feature.” Smart Mater. Struct. 22 (7): 075030. https://doi.org/10.1088/0964-1726/22/7/075030.
Sigurdardottir, D. H., and B. Glisic. 2014. “Detecting minute damage in beam-like structures using the neutral axis location.” Smart Mater. Struct. 23 (12): 125042. https://doi.org/10.1088/0964-1726/23/12/125042.
Sigurdardottir, D. H., and B. Glisic. 2015. “The neutral axis location for structural health monitoring: An overview.” J. Civ. Struct. Health Monit. 5 (5): 703–713. https://doi.org/10.1007/s13349-015-0136-5.
Soman, R., and W. Ostachowicz. 2018. “Kalman filter based neutral axis tracking for damage detection in composites structures under changing axial loading conditions.” Compos. Struct. 206 (2): 517–525. https://doi.org/10.1016/j.compstruct.2018.08.058.
Stroh, S. L., R. Sen, and M. Ansley. 2010. “Load testing a double-composite steel box girder bridge.” Transp. Res. Rec. 2200 (1): 36–42. https://doi.org/10.3141/2200-05.
Wang, G., X. Zhou, Y. Ding, and X. Liu. 2021. “Long-term monitoring of temperature differences in a steel truss bridge with two-layer decks compared with bridge codes: Case study.” J. Bridge Eng. 26 (3): 5020013. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001681.
Wang, W., B. Liu, and V. Kodur. 2013. “Effect of temperature on strength and elastic modulus of high-strength steel.” J. Mater. Civ. Eng. 25 (2): 174–182. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000600.
Wu, G.-M., S.-L. Li, T.-H. Yi, X.-D. Mei, and Y.-F. Wang. 2023a. “Theoretically thermal-varying models of the neutral axis position for local damage detection of bridge girders.” Eng. Struct. 279 (1): 115635. https://doi.org/10.1016/j.engstruct.2023.115635.
Wu, G.-M., T.-H. Yi, D.-H. Yang, H.-N. Li, and H. Liu. 2021. “Early warning method for bearing displacement of long-span bridges using a proposed time-varying temperature–displacement model.” J. Bridge Eng. 26 (9): 4021068. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001763.
Wu, G.-M., T.-H. Yi, D.-H. Yang, H.-N. Li, and H. Liu. 2023b. “Friction anomaly alarm for bridge sliding bearings under operating environmental conditions.” Eng. Struct. 278 (3): 115481. https://doi.org/10.1016/j.engstruct.2022.115481.
Xia, Y., X. Lei, P. Wang, G. Liu, and L. Sun. 2020. “Long-term performance monitoring and assessment of concrete beam bridges using neutral axis indicator.” Struct. Control Health Monit. 27 (12): e2637. https://doi.org/10.1002/stc.2637.
Xia, Y., P. Wang, and L. Sun. 2019. “Neutral axis-based health monitoring and condition assessment techniques for concrete box girder bridges.” Int. J. Struct. Stab. Dyn. 19 (1): 1940015. https://doi.org/10.1142/s0219455419400157.
Yongliang, L., K. Xiangming, Z. Yanrong, and Y. Peiyu. 2013. “Static and dynamic mechanical properties of cement–asphalt composites.” J. Mater. Civ. Eng. 25 (10): 1489–1497. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000681.
Yu, B., and V. Kodur. 2014. “Effect of temperature on strength and stiffness properties of near-surface mounted FRP reinforcement.” Composites, Part B 58 (6): 510–517. https://doi.org/10.1016/j.compositesb.2013.10.055.
Zhu, J., and Q. Meng. 2017. “Effective and fine analysis for temperature effect of bridges in natural environments.” J. Bridge Eng. 22 (6): 19. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001039.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 29Issue 3March 2024

History

Received: May 16, 2023
Accepted: Nov 15, 2023
Published online: Jan 5, 2024
Published in print: Mar 1, 2024
Discussion open until: Jun 5, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, School of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, China. ORCID: https://orcid.org/0000-0003-0101-8993. Email: [email protected]
School of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, China. Email: [email protected]
Sheng-Li Li [email protected]
Professor, School of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, China. Email: [email protected]
Ting-Hua Yi, M.ASCE [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China (corresponding author). Email: [email protected]
Xiu-Dao Mei [email protected]
Professor of Engineering, State Key Laboratory for Health and Safety of Bridge Structures, China Railway Bridge Science Research Institute Ltd., Wuhan 430034, China. Email: [email protected]
Ya-Fei Wang [email protected]
Senior Engineer, State Key Laboratory for Health and Safety of Bridge Structures, China Railway Bridge Science Research Institute Ltd., Wuhan 430034, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share