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The effect of inclination angle on fire behaviors of stay cable in an intercepted double-layer cable model

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Abstract

Understanding the fire characteristics of stayed-cable bridge, such as fire growth, during accidental fire is essential to develop prevention strategies for potential damage. This study focuses on the effects of high cable fire that may result from a short circuit or a lightning strike since high flammability heat release characteristics of HDPE sheath causes burning of nearby cables. Fire propagation behaviors on one single cable and between two adjacent cables under working conditions with different inclination angles were obtained. The temperature distribution, drop ignition behaviors and flame spread rate were analyzed. The results show that flame propagation characteristics of stay cables seriously changed as the angle of inclination increases, which explain the fracture sequence of cables to some extent for the Red Stone Bridge fire event. The particle size of molten substance formed by combustion of the upper-layer cables increases, and the ignition position for the under-layer cable gradually moves down as the increase of inclination angle. Moreover, increased inclination angle also resulted in increase in flame height and molten drops flow rate and reduce in the duration of the prosperity stage for cable fire. Although HDPE sheath is a protective device, it does prevent the combustion for inner strands from becoming intense, but once ignited, would become the main fire load, promoting fire development.

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References

  1. Garlock M, Payá-Zaforteza I, Kodur V, Gu L. Fire hazard in bridges: review, assessment and repair strategies. Eng Struct. 2012;35:89–98.

    Article  Google Scholar 

  2. Liu YJ, Bo N, Wang Y. Study on thermal and structural behavior of a cable-stayed bridge under potential tanker truck Fires. Appl Mech Mater. 2012;238:684–8.

    Article  Google Scholar 

  3. Quiel SE, Yokoyama T, Bregman LS, et al (2015) Mitigating the effects of a tanker truck fire on a cable-stayed bridge. In: International conferrence on performance-based and life-cycle structure engineering, pp 1002–1012.

  4. Chen CK, Chen J, Zhao XL, Shi CL. Experimental investigation on combustion characteristics of steel cable for cable-stayed bridge. J Therm Anal Calorim. 2018;134:2317–27.

    Article  CAS  Google Scholar 

  5. Payá-Zaforteza I, Garlock M. A numerical investigation on the fire response of a steel girder bridge. J Constr Steel Res. 2012;75:93–103.

    Article  Google Scholar 

  6. Perissayol G, Payá-Zaforteza I, Alosmoya J, Hospitaler A. Analysis of the influence of geometric, modeling and environmental parameters on the fire response of steel bridges subjected to realistic fire scenarios. Comput Struct. 2015;158:333–45.

    Article  Google Scholar 

  7. Aziz EM, Kodur V, Glassman JD, et al. Behavior of steel bridge girders under fire conditions. J Constr Steel Res. 2015;106:11–22.

    Article  Google Scholar 

  8. Quiel SE, Yokoyama T, Bregman LS, et al. A streamlined framework for calculating the response of steel-supported bridges to open-air tanker truck fires. Fire Saf J. 2015;73:63–75.

    Article  Google Scholar 

  9. Vimonsatit V, Tan KH, Qian ZH. Testing of plate girder web panel loaded in shear at elevated temperature. J Struct Eng. 2007;133:815–24.

    Article  Google Scholar 

  10. Kodur VK, Aziz EM, Dwaikat M. Evaluating fire resistance of steel girders in bridges. J Bridge Eng. 2012;18:633–43.

    Article  Google Scholar 

  11. Beneberu E, Yazdani N. Performance of CFRP-strengthened concrete bridge girders under combined live load and hydrocarbon fire. J Bridge Eng. 2018;23:4018042.

    Article  Google Scholar 

  12. Beneberu E, Yazdani N. Residual strength of CFRP strengthened prestressed concrete bridge girders after hydrocarbon fire exposure. Eng Struct. 2019;184:1–14.

    Article  Google Scholar 

  13. Grayson SJ, Van Hees P, Green AM, et al. Assessing the fire performance of electric cables (FIPEC). Fire Mater. 2001;25:49–60.

    Article  CAS  Google Scholar 

  14. Bennetts I, Moinuddin K. Evaluation of the impact of potential fire scenarios on structural elements of a cable-stayed bridge. J Fire Prot Eng. 2009;19:85–106.

    Article  Google Scholar 

  15. Gong X, Agrawal AK. Safety of cable-supported bridges during fire hazards. J Bridge Eng. 2016;21:04015082.

    Article  Google Scholar 

  16. Nariman NA. Thermal fluid-structure interaction and coupled thermal-stress analysis in a cable stayed bridge exposed to fire. Front Struct Civil Eng. 2018;12:609–28.

    Article  Google Scholar 

  17. Hirschler MM. Flame retardants and heat release: review of traditional studies on products and on groups of polymers. Fire Mater. 2015;39:207–31.

    Article  CAS  Google Scholar 

  18. Babrauskas V. Mechanisms and modes for ignition of low-voltage, PVC-insulated electrotechnical products. Fire Mater. 2006;30:151–74.

    Article  CAS  Google Scholar 

  19. Li L, Huang X, Bi K, Liu X. An enhanced fire hazard assessment model and validation experiments for vertical cable trays. Nucl Eng Des. 2016;301:32–8.

    Article  CAS  Google Scholar 

  20. Martinka J, Rantuch P, Sulova J. Martinka F. Assessing the fire risk of electrical cables using a cone calorimeter: J Therm Anal Calorim; 2018. p. 1–15.

    Google Scholar 

  21. Makhlouf G, Hassan M, Nour M, Abdel-Monem YK, Abdelkhalik A. Evaluation of fire performance of linear low-density polyethylene containing novel intumescent flame retardant. J Therm Anal Calorim. 2017;130:1031–41.

    Article  CAS  Google Scholar 

  22. Makhlouf G, Hassan M, Nour M, Abdelmonem Y, Abdelkhalik A. A novel intumescent flame retardant: synthesis and its application for linear low-density polyethylene. Arab J Sci Eng. 2017;42:4339–49.

    Article  CAS  Google Scholar 

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Acknowledgements

This work was supported by National Natural Science Foundation of China (NSFC) under Grants 51576212 and 71790613. The authors appreciate the supports deeply.

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Correspondence to Changkun Chen.

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Chen, C., Chen, J., Zhao, X. et al. The effect of inclination angle on fire behaviors of stay cable in an intercepted double-layer cable model. J Therm Anal Calorim 140, 2701–2710 (2020). https://doi.org/10.1007/s10973-019-09039-1

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  • DOI: https://doi.org/10.1007/s10973-019-09039-1

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