Technical Papers
Nov 29, 2023

In-Fire and Postfire Safety Evaluation of Hangers of a Long-Span Suspension Bridge in a Truck Fire Accident

Publication: Journal of Performance of Constructed Facilities
Volume 38, Issue 1

Abstract

Fire accidents often pose severe threats to the safety of steel bridges. This paper presents the numerical study of the Runyang Suspension Bridge (RSB) fire accident with an emphasis on its in-fire thermal effect on the hangers. This fire accident was caused by the collision of two heavy-goods vehicles (HGVs) on March 4, 2017, and lasted for 1.5 h. Based on the simulated temperature, the structural safety of four burned hangers during and after the fire accident was evaluated and compared. In general, the simulation results are consistent with the actual situation, and the evidence for the replacement of the hangers is sufficient. The influence of wind parameters and cooling actions on the hanger safety is also discussed. It is found that the wind parameters affect the directions and tilts of the flame, so that the highest temperature and the corresponding height are influenced accordingly. Also, the efficiency of the water-cooling method is influenced by the intervention time of fire engines. If water spraying is conducted within 30 min from fire initiation, the safety of the hangers during and after the fire could be improved, as compared with air cooling.

Get full access to this article

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

Data Availability Statement

No data, models, or code were generated or used during the study.

Acknowledgments

The authors acknowledge support from the Jiangsu provincial Department of Science and Technology under Grant No. BZ2021011.

References

Ali, K., H. Katsuchi, and H. Yamada. 2021. “Comparative study on structural redundancy of cable-stayed and extradosed bridges through safety assessment of their stay cables.” Engineering 7 (1): 111–123. https://doi.org/10.1016/j.eng.2020.07.021.
Alos-Moya, J., I. Paya-Zaforteza, M. E. M. Garlock, E. Loma-Ossorio, D. Schiffner, and A. Hospitaler. 2014. “Analysis of a bridge failure due to fire using computational fluid dynamics and finite element models.” Eng. Struct. 68 (Jun): 96–110. https://doi.org/10.1016/j.engstruct.2014.02.022.
Alos-Moya, J., I. Paya-Zaforteza, A. Hospitaler, and E. Loma-Ossorio. 2019. “Valencia bridge fire tests: Validation of simplified and advanced numerical approaches to model bridge fire scenarios.” Adv. Eng. Software 128 (Feb): 55–68. https://doi.org/10.1016/j.advengsoft.2018.11.003.
Bennetts, I., and K. Moinuddin. 2009. “Evaluation of the impact of potential fire scenarios on structural elements of a cable-stayed bridge.” J. Fire Prot. Eng. 19 (2): 85–106. https://doi.org/10.1177/1042391508095091.
BSI (British Standards Institution). 2012. Specification for high tensile steel wire and strand for the prestressing of concrete. BS 5896. London: BSI.
Chen, J., B. Young, and B. Uy. 2006. “Behavior of high strength structural steel at elevated temperatures.” J. Struct. Eng. 132 (12): 1948–1954. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:12(1948).
Craveiro, H. D., J. P. C. Rodrigues, A. Santiago, and L. Laim. 2016. “Review of the high temperature mechanical and thermal propertiesof the steels used in cold formed steel structures—The case of the S280 Gd+Z steel.” Thin-Walled Struct. 98: 154–168. https://doi.org/10.1016/j.tws.2015.06.002.
Deng, Y., A. Q. Li, and Y. L. Ding. 2008. “Prediction of extreme wind speed for Runyang Suspension Bridge spot based on maximum entropy theory.” [In Chinese.] J. Southeast Univ. 38 (5): 758–762. https://doi.org/10.3321/j.issn:1001-0505.2008.05.004.
Du, Y., H. H. Qi, J. Jiang, J. R. Liew, and G. Q. Li. 2020. “Mechanical properties of 1670 MPa parallel wire strands at elevated temperatures.” Constr. Build. Mater. 263 (Dec): 120582. https://doi.org/10.1016/j.conbuildmat.2020.120582.
Du, Y., Y. K. Sun, J. Jiang, and G. Q. Li. 2019. “Effect of cavity radiation on transient temperature distribution in steel cables under ISO834 fire.” Fire Saf. J. 104 (Mar): 79–89. https://doi.org/10.1016/j.firesaf.2019.01.002.
Fan, Z. Y. 2017. Experimental study and numerical simulation of mechanical properties of cables under/after high temperature. [In Chinese.] Tianjin, China: Tianjin Univ.
Gionea, F. G., D. M. Burada, and A. M. Georgescu. 2021. “Numerical study of critical velocity of the airflow in ventilated tunnels during fire incidents.” In Proc., 2021 10th Int. Conf. on Energy and Environment (CIEM), 1–5. New York: IEEE.
Gong, X., and A. K. Agrawal. 2015. “Numerical simulation of fire damage to a long-span truss bridge.” Bridge Eng. 20 (10): 04014109. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000707.
Gong, X., and A. K. Agrawal. 2016. “Safety of cable-supported bridges during fire hazards.” J. Bridge Eng. 21 (4): 04015082. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000870.
Karlsson, B., and J. G. Quintiere. 2000. Enclosure fire dynamics. Boca Raton, FL: CRC Press.
Kodur, V., L. Gu, and M. E. M. Garlock. 2010. “Review and assessment of fire hazard in bridges.” Transp. Res. Rec. 2172 (1): 23–29. https://doi.org/10.3141/2172-03.
Lan, C. M., H. Li, and Y. Ju. 2013. “Bearing capacity assessment for parallel wire cables. Tumu Gongcheng Xuebao/China.” [In Chinese.] Civ. Eng. J. 46 (5): 31–38.
Li, L. J., Z. T. Hu, and Q. Liu. 2012. “Study on heat release rate model in steel bridge highway fire.” In Proc., 2nd Int. Conf. on Civil Engineering, Architecture and Building Materials, CEABM 2012. Clausthal-Zellerfeld, Germany: Trans Tech Publications.
Li, X. 2021. Study on the main cable temperature field and fire-resistant design of the suspension bridge in a fire disaster. [In Chinese.] Chengdu, China: Southwest Jiaotong Univ.
Liang, T. X., J. Liu, and T. Peng. 2019. “The implementation of the numerical simulation by utilization of pyrosim on the rectification of the hazard of fires.” In Proc., 11th Int. Conf. on Computer Modeling and Simulation, 31–35. New York: Association for Computing Machinery.
Liu, L., L. Wang, S. Yu, and M. Li. 2022a. “Mechanical properties of steel strands cooled by different methods after high-temperature treatment.” Int. J. Steel Struct. 22 (Feb): 333–342. https://doi.org/10.1007/s13296-022-00578-2.
Liu, S., J. Zhao, W. Wei, X. Cui, and Q. Liu. 2022b. “Experimental and simulation study on double fire source tunnels with different spacings.” China J. Highway Transp. 35 (7): 193. https://doi.org/10.19721/j.cnki.1001-7372.2022.07.016.
Liu, W., J. Song, and X. Li. 2022c. “Research on fire resistance performance and new structure idea for long-span suspension bridge slings.” [In Chinese.] China J. Highway Transp. 35 (1): 222. https://doi.org/10.19721/j.cnki.1001-7372.2022.01.020.
Lu, J., H. Liu, and Z. Chen. 2017. “Post-fire mechanical properties of low-relaxation hot-dip galvanized prestressed steel wires.” J. Constr. Steel Res. 136 (Sep): 110–127. https://doi.org/10.1016/j.jcsr.2017.05.012.
Ma, R., C. Cui, M. Ma, and A. Chen. 2020. “Numerical simulation and simplified model of vehicle-induced bridge deck fire in the full-open environment considering wind effect.” Struct. Infrastruct. Eng. 17 (12): 1698–1709. https://doi.org/10.1080/15732479.2020.1832535.
Main, J., and W. Luecke. 2010. Safety assessment of parallel wire suspension bridge cables under thermal effects. Technical Note (NIST TN). Gaithersburg, MD: National Institute of Standards and Technology.
McGrattan, K., S. Hostikka, R. McDermott, J. Floyd, C. Weinschenk, and K. Overholt. 2013a. Fire dynamics simulator, technical reference guide. Gaithersburg, MD: National Institute of Standards and Technology.
McGrattan, K., S. Hostikka, R. McDermott, J. Floyd, C. Weinschenk, and K. Overholt. 2013b. Fire dynamics simulator, user’s guide. Gaithersburg, MD: National Institute of Standards and Technology.
NFPA (National Fire Protection Association). 2017. Standards for road tunnels, bridges and other limited access highways. Quincy, MA: NFPA.
Nicoletta, B., P. Kotsovinos, and J. Gales. 2020. “Review of the fire risk, hazard, and thermomechanical response of bridges in fire.” Can. J. Civ. Eng. 47 (4): 363–381. https://doi.org/10.1139/cjce-2018-0767.
Outinen, J., and P. Mäkeläinen. 2004. “Mechanical properties of structuralsteel at elevated temperatures and after cooling down.” Fire Mater. 28 (24): 237–251. https://doi.org/10.1002/fam.849.
Robinson, J., A. Brügger, and R. Betti. 2021. “Experimental investigation of the high-temperature performance of high-strength steel suspension bridge wire.” J. Bridge Eng. 26 (7): 04021034. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001721.
SAC (Standardization Administration of China). 2014. Steel strand for prestressed concrete. [In Chinese.] GB/T 5224. Beijing: Ministry of Construction of the People’s Republic of China.
Shakya, A. M., and V. K. R. Kodur. 2016. “Effect of temperature on the mechanical properties of low relaxation seven-wire prestressing strand.” Constr. Build. Mater. 124 (Oct): 74–84. https://doi.org/10.1016/j.conbuildmat.2016.07.080.
Wang, W., X. Zhou, Z. Liu, Y. Liu, W. Liu, and L. Hong. 2017. “A numerical study on the influence of slope and curvature on smoke flow in special section tunnel with natural ventilation.” IOP Conf. Ser.: Mater. Sci. Eng. 231 (Jul): 012099. https://doi.org/10.1088/1757-899x/231/1/012099.
Wang, W.-Y., 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.
Yuan, A., T. Yang, Y. Xia, L. Qian, L. Dong, and X. Jin. 2021. “Replacement technology of long suspenders of Runyang suspension bridge.” China J. Highway Transp. 34 (2): 289. https://doi.org/10.19721/j.cnki.1001-7372.2021.02.017.
Zhang, L., Y. Wei, F. T. Au, and J. Li. 2017. “Mechanical properties of prestressing steel in and after fire.” Mag. Concr. Res. 69 (8): 379–388. https://doi.org/10.1680/jmacr.15.00267.
Zhang, Z., T. Guo, and S. Wang. 2022. “Experimental study and reliability assessment of postfire hangers at a long-span suspension bridge.” J. Perform. Constr. Facil. 36 (2): 04022005. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001714.
Zhang, Z., T. Guo, S. Y. Wang, J. Liu, and L. B. Wang. 2021. “Experimental study on post-fire properties of steel wires of bridge hanger.” Structures 33 (Oct): 1252–1262. https://doi.org/10.1016/j.istruc.2021.04.099.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 38Issue 1February 2024

History

Received: Jan 17, 2023
Accepted: Jul 24, 2023
Published online: Nov 29, 2023
Published in print: Feb 1, 2024
Discussion open until: Apr 29, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Master’s Candidate, School of Civil Engineering, Southeast Univ., 2 Southeast-University Rd., Jiangning District, Nanjing 211189, China. Email: [email protected]
Professor, School of Civil Engineering, Southeast Univ., 2 Southeast-University Rd., Jiangning District, Nanjing 211189, China (corresponding author). ORCID: https://orcid.org/0000-0001-9228-4941. Email: [email protected]
Associate Professor, School of Civil Engineering, Jinling Institute of Technology, 99 Hongjing Ave., Jiangning District, Nanjing 211169, China. ORCID: https://orcid.org/0000-0003-0224-3869. Email: [email protected]
Zhaolei Zhang [email protected]
Ph.D. Candidate, School of Civil Engineering, Southeast Univ., 2 Southeast-University Rd., Jiangning District, Nanjing 211189, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Southeast Univ., 2 Southeast-University Rd., Jiangning District, Nanjing 211189, 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