Technical Papers
Feb 15, 2017

Temperature Effects on Strain Influence Lines and Dynamic Load Factors in a Steel-Truss Arch Railway Bridge Using Adaptive FIR Filtering

Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 4

Abstract

The dynamic strain response due to the passing trains is one of the most important indexes in the design and maintenance of long-span steel-truss arch railway bridges. The strain influence line (IL) and dynamic load factor (DLF) are used to characterize the vehicle-induced strain response of bridge members. Temperature effects on ILs and DLFs of strain response due to high-speed trains in various bridge structural members are investigated. An adaptive finite impulse response (FIR) filter is implemented to obtain the strain IL and DLF for the response of various structural members of the Dashengguan Yangtze River Bridge using data from strain sensors that are part of the bridge structural health monitoring (SHM) system. Relationships between the strain ILs and DLFs and temperature are obtained for various members. The analysis reveals that (1) the DLFs for the short hangers require further study; (2) the effect of temperature on the ILs of each member in the subject bridge can be described by polynomials; and (3) the DLFs of the majority of the structural members are not related to temperature. Recommendations to improve the design, maintenance, and long-term monitoring of steel-truss arch bridges are provided.

Get full access to this article

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

Acknowledgments

The authors gratefully acknowledge the support of the National Basic Research Program of China (973 Program) (No. 2015CB060000), the National Science and Technology Support Program of China (No. 2014BAG07B01), the National Natural Science Foundation of China (Nos. 51438002 and 51578138), the Scientific Research Foundation of the Graduate School of Southeast University (YBJJ1657), and the Priority Academic Program Development of Jiangsu Higher Education Institutions (PAPD). The authors gratefully acknowledge the support of the China Railway Major Bridge (Nanjing) Bridge and Tunnel Inspect & Retrofit Co., Ltd.

References

AASHTO. (2012). “AASHTO LRFD bridge design specifications.” Washington, DC.
AREMA (American Railway Engineering and Maintenance of Way Association). (2007). “Manual for railway engineering.” Lanham, MD.
Ashebo, D. B., Chan, T. H. T., and Yu, L. (2007a). “Evaluation of dynamic loads on a skew box girder continuous bridge. Part I: Field test and modal analysis.” Eng. Struct., 29(6), 1052–1063.
Ashebo, D. B., Chan, T. H. T., and Yu, L. (2007b). “Evaluation of dynamic loads on a skew box girder continuous bridge. Part II: Parametric study and dynamic load factor.” Eng. Struct., 29(6), 1064–1073.
Bakht, B., and Pinjarkar, S. G. (1989). “Dynamic testing of highway bridges—A review.” Transp. Res. Rec., 1223, 93–100.
Catbas, F. N., Zaurin, R., Gul, M., and Gokce, H. B. (2012). “Sensor networks, computer imaging, and unit influence lines for structural health monitoring: Case study for bridge load rating.” J. Bridge Eng., 662–670.
CEN (European Committee for Standardization). (2003). “Eurocode 1: Action on structures—Part 2: Traffic loads on bridges.” Brussels, Belgium.
De Backer, H., Outtier, A., and Van Bogaert, P. (2014). “Determining geometric out-of-plane imperfections in steel tied-arch bridges using strain measurements.” J. Perform. Constr. Facil., 549–558.
Ding, Y. L., Wang, G. X., Sun, P., Wu, L. Y., and Yue, Q. (2015). “Long-term structural health monitoring system for a high-speed railway bridge structure.” ⟨https://doi.org/10.1155/2015/250562⟩ (Aug. 24, 2015).
Gonzales, I., Ülker-Kaustell, M., and Karoumi, R. (2013). “Seasonal effects on the stiffness properties of a ballasted railway bridge.” Eng. Struct., 57, 63–72.
Hamidi, S. A., and Danshjoo, F. (2010). “Determination of impact factor for steel railway bridges considering simultaneous effects of vehicle speed and axle distance to span length ratio.” Eng. Struct., 32(5), 1369–1376.
Haykin, S. (2001). Adaptive filter theory, 4th Ed., Prentice Hall, Upper Saddle River, NJ.
He, X. H., Yu, Z. W., and Chen, Z. Q. (2008). “Finite element model updating of existing steel bridge based on structural health monitoring.” J. Cent. South Univ. Technol., 15(3), 399–403.
Hu, N., Dai, G. L., Yan, B., and Liu, K. (2014). “Recent development of design and construction of medium and long span high-speed railway bridges in China.” Eng. Struct., 74, 233–241.
Ju, S. H., and Lin, H. T. (2003). “Numerical investigation of a steel arch bridge and interaction with high-speed trains.” Eng. Struct., 25(2), 241–250.
Kim, S.-H., Cho, K.-I., Won, J.-H., and Kim, J. (2009). “A study on thermal behaviour of curved steel box girder bridges considering solar radiation.” Arch. Civ. Mech. Eng., 9(3), 59–76.
Kong, M. S., Yhim, S. S., Son, S. H., and Kim, D. Y. (2006). “Dynamic analysis of the multiple-arch bowstring bridge and conventional arch subjected to moving loads.” Steel Struct., 6(3), 227–236.
Li, G. H., Xiang, H. F., Shen, Z. Z., Fan, L. C., Shi, D., and Huang, D. Z. (2010). Stability and vibration of bridge structures, China Railway Publishing House, Beijing (in Chinese).
Malm, R., and Andersson, A. (2006). “Field testing and simulation of dynamic properties of a tied arch railway bridge.” Eng. Struct., 28(1), 143–152.
National Railway Administration of the People’s Republic of China. (2015). “Code for design of high speed railway.”, Academy of Railway Sciences, Beijing (in Chinese).
Ribeiro, D., Calçada, R., Delgado, R., Brehm, M., and Zabel, V. (2012). “Finite element model updating of a bowstring-arch railway bridge based on experimental modal parameters.” Eng. Struct., 40, 413–435.
Wang, G. X., Ding, Y. L., Sun, P., Wu, L. L., and Yue, Q. (2015). “Assessing static performance of the Dashengguan Yangtze Bridge by monitoring the correlation between temperature field and its static strains.” Math. Probl. Eng., 2015, 1–12.
Wang, N. B., Ren, W. X., and He, L. X. (2014). “Extraction of strain influence line of bridge from dynamic responses.” J. Cent. South Univ. Technol, 45(12), 4363–4369 (in Chinese).
Wiberg, J., and Karoumi, R. (2009). “Monitoring dynamic behaviour of a long-span railway bridge.” Struct. Infrastruct. Eng., 5(5), 419–433.
Xiao, X., Xu, Y., and Zhu, Q. (2014). “Multiscale modeling and model updating of a cable-stayed bridge. II: Model updating using modal frequencies and influence lines.” J. Bridge Eng., 20(10), .
Zhao, H. W., Ding, Y. L., An, Y. H., and Li, A. Q. (2016). “Transverse dynamic mechanical behavior of hangers in the rigid tied-arch bridge under train loads.” J. Perform. Constr. Facil., .
Zhu, Q., Xu, Y., and Xiao, X. (2014). “Multiscale modeling and model updating of a cable-stayed bridge. I: Modeling and influence line analysis.” J. Bridge Eng., 20(10), .

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 4August 2017

History

Received: Jun 26, 2016
Accepted: Dec 6, 2016
Published ahead of print: Feb 15, 2017
Published online: Feb 16, 2017
Discussion open until: Jul 16, 2017
Published in print: Aug 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

You-Liang Ding, Ph.D. [email protected]
Professor, Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author). E-mail: [email protected]
Han-Wei Zhao, S.M.ASCE [email protected]
Ph.D. Student, School of Civil Engineering, Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China. E-mail: [email protected]
Ai-Qun Li, Ph.D. [email protected]
Professor, Beijing Advanced Innovation Center for Future Urban Design, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China; School of Civil Engineering, Southeast Univ., Nanjing 210096, China. E-mail: [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.

Cited by

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