Volume 22 Issue 6
Dec.  2022
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2022  >  22(6): 182-192
Next Previous
LI Yang, WANG Zuo-cai, WANG Chang-jian, HAN Guang-zhao. Temperature load and effect analysis of asphalt mixture combustion on steel box girder bridge deck[J]. Journal of Traffic and Transportation Engineering, 2022, 22(6): 182-192. doi: 10.19818/j.cnki.1671-1637.2022.06.012
Citation: LI Yang, WANG Zuo-cai, WANG Chang-jian, HAN Guang-zhao. Temperature load and effect analysis of asphalt mixture combustion on steel box girder bridge deck[J]. Journal of Traffic and Transportation Engineering, 2022, 22(6): 182-192. doi: 10.19818/j.cnki.1671-1637.2022.06.012
shu

Temperature load and effect analysis of asphalt mixture combustion on steel box girder bridge deck

doi: 10.19818/j.cnki.1671-1637.2022.06.012
  • 1.

    College of Civil Engineering, Hefei University of Technology, Hefei 230009, Anhui, China

  • 2.

    Civil Engineering Disaster Prevention and Mitigation Engineering Technology Research Center of Anhui Province, Hefei University of Technology, Hefei 230009, Anhui, China

  • 3.

    International Joint Research Center on Hydrogen Safety of Anhui Province, Hefei University of Technology, Hefei 230009, Anhui, China

Funds:

National Natural Science Foundation of China 51922036

Key Research and Development Project of Anhui Province JZ2018AKKG0333

Fundamental Research Funds for the Central Universities JZ2020HGPB0117

More Information
    Abstract
  • In order to study the thermal effect of steel box girder and bridge deck pavement under the action of fire, a small-scale steel deck combustion experiment bench was established. The temperature data of the top surface, middle surface, and bottom surface of an asphalt pavement layer under the action of fuel fire were obtained. According to the temperature data of the top surface, a temperature-time curve based on the data of the combustion experiment was fitted and compared with ISO 834 standard temperature-time curve, and the temperature field of the small-scale experiment was verified by numerical simulation. A finite element model of a steel box girder bridge with a size of 11.25 m×3.60 m was established. The stress and deformation characteristics of the bridge under working conditions with midspan, pedestal, and full-span fire were extracted. Research results show that the temperatures in the middle and bottom of the two-dimensional numerical simulation specimens at 260.70 ℃ and 89.38 ℃ are similar to the test data at 248.9 ℃ and 82.59 ℃ under the action of the experimentally fitted temperature-time curve, and their heating trends are relatively consistent, which indicates that the temperature field simulation results are reliable. The maximum temperature drop of the steel box girder roof in the fire load area is 60.91%, which suggests that the asphalt mixture pavement layer can block the transmission of temperature to a certain extent. The maximum Mises stress on the steel box girder under working conditions with midspan and pedestal fires appears in the cold-hot alternate region where the fire load spreads to the low-temperature area. The upward deformation occurs in the fire load area under the midspan fire working condition, while the upward and downward deformations both occur in the fire load area and midspan area under the pedestal fire working condition. The Mises stress distribution under the full-span fire working condition is relatively uniform, and the downward deformation in the midspan is serious. Under the three fire modes, the stress and deformation data based on the experimentally fitted temperature-time curve are lagging behind and lower than ISO 834 standard temperature-time curve. 5 tabs, 15 figs, 30 refs.

     

    • FullText(HTML)
  • loading
    • References(30)
  • [1]
    MA Ru-jin, CUI Chuan-jie, MA Ming-lei, et al. Numerical simulation and simplified model of vehicle-induced bridge deck fire in the full-open environment considering wind effect[J]. Structure and Infrastructure Engineering, 2021, 17(12): 1698-1709. doi: 10.1080/15732479.2020.1832535
    [2]
    BOLINA F L, RODRIGUES J P C. Numerical study and proposal of new design equations for steel decking concrete slabs subjected to fire[J]. Engineering Structures, 2022, 253: 113828. doi: 10.1016/j.engstruct.2021.113828
    [3]
    AHMED A, KHARNOOB M, AKHMADEEV R, et al. Flexural response of steel beams strengthened by fibre-reinforced plastic plate and fire retardant coating at elevated temperatures[J]. Structural Engineering and Mechanics, 2022, 83(4): 551-561.
    [4]
    SUNTHARALINGAM T, UPASIRI I, NAGARATNAM B, et al. Finite element modelling to predict the fire performance of bio-inspired 3D-printed concrete wall panels exposed to realistic fire[J]. Buildings, 2022, 12(2): 111. doi: 10.3390/buildings12020111
    [5]
    WANG Xuan-fu, LIU Zi-li, LI Fan, et al. Study on temperature field of prestressed concrete box girder under fire[J]. Hans Journal of Civil Engineering, 2019, 8(7): 1229-1236. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DRAW202202027.htm
    [6]
    PAYÁ-ZAFORTEZA I, GARLOCK M E M. A numerical investigation on the fire response of a steel girder bridge[J]. Journal of Constructional Steel Research, 2012, 75: 93-103. doi: 10.1016/j.jcsr.2012.03.012
    [7]
    AZIZ E M, KODUR V K. An approach for evaluating the residual strength of fire exposed bridge girders[J]. Journal of Constructional Steel Research, 2013, 88: 34-42. doi: 10.1016/j.jcsr.2013.04.007
    [8]
    AZIZ E M, KODUR V K, GLASSMAN J D, et al. Behavior of steel bridge girders under fire conditions[J]. Journal of Constructional Steel Research, 2015, 106: 11-22. doi: 10.1016/j.jcsr.2014.12.001
    [9]
    ZHANG Gang, HE Shuan-hai, WANG Cui-juan. Time-dependent variation distribution of fire temperature for concrete hollow thin-walled pier affected by flame fluid[J]. Journal of Traffic and Transportation Engineering, 2014, 14(1): 26-34. (in Chinese) http://transport.chd.edu.cn/article/id/201401004
    [10]
    ZHANG Gang, HE Shuan-hai, HOU Wei, et al. Review on fire resistance of prestressed-concrete bridge[J]. Journal of Chang'an University (Natural Science Edition), 2018, 38(6): 1-10. (in Chinese) doi: 10.3969/j.issn.1671-8879.2018.06.001
    [11]
    ZHANG Gang, HE Shuan-hai, SONG Chao-jie, et al. Review on fire resistance of steel structural bridge girders[J]. China Journal of Highway and Transport, 2021, 34(1): 1-11. (in Chinese) doi: 10.3969/j.issn.1001-7372.2021.01.001
    [12]
    SONG Chao-jie, ZHANG Gang, HE Shuan-hai, et al. Fire resistance performance and design method of steel-concrete composite continuous curved box girders[J]. Journal of Traffic and Transportation Engineering, 2021, 21(4): 139-149. (in Chinese) doi: 10.19818/j.cnki.1671-1637.2021.04.010
    [13]
    YANG Dan, LIAO Jian-kai, ZHAO Ying. Finite element analysis on fire performance of steel-concrete composite bridges using ABAQUS[J]. Fire Safety Science, 2020, 29(3): 150-161. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HZKX202003003.htm
    [14]
    HAO Zeng-heng, WANG Tao, WANG Min, et al. Analysis on temperature field of steel bridge deck pavement[J]. Journal of Highway and Transportation Research and Development, 2018, 35(11): 36-43. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK201811005.htm
    [15]
    CHENG Huai-lei, LIU Li-ping, SUN Li-jun. A case study on evaluating in-situ layer modulus of asphalt pavement[J]. China Civil Engineering Journal, 2020, 53(2): 119-128. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC202002012.htm
    [16]
    ANASTASIO S, DE VISSCHER J, WAYMAN M, et al. Standardization of the environmental information for asphalt technologies[J]. Transportation Research Procedia, 2016, 14(6): 3542-3551.
    [17]
    ZHU Shi-feng, LUO Guo-yao, ZHANG Yi, et al. Research on temperature field in steel deck plate during gussaphalt placement and monitoring techniques[J]. Bridge Construction, 2021, 51(3): 77-84. https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS202103011.htm
    [18]
    QIAN Zhen-dong, LIU Yang, YANG Ya-lin, et al. Temperature effect analysis of bridge bearings in a steel beam during high-temperature asphalt concrete pavement paving[J]. China Journal of Highway and Transport, 2022, 35(8): 194-201. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202208018.htm
    [19]
    LIU Yang, QIAN Zhen-dong, HU Han-zhou. Thermal field characteristic analysis of steel bridge deck during high-temperature asphalt pavement paving[J]. KSCE Journal of Civil Engineering, 2016, 20(7): 2811-2821.
    [20]
    YANG Xiao-long, SHEN Ai-qin, JIANG Yi-xin, et al. Review on nano clay modified asphalt based on flame retardant and smoke suppression[J]. Journal of Traffic and Transportation Engineering, 2021, 21(5): 42-61. (in Chinese) doi: 10.19818/j.cnki.1671-1637.2021.05.004
    [21]
    QIU Jun-ling, YANG Tao, WANG Xiu-ling, et al. Review of the flame retardancy on highway tunnel asphalt pavement[J]. Construction and Building Materials, 2019, 195: 468-482.
    [22]
    LIANG Xiao-li, JIANG Wen-quan, HUANG Zhi-yi, et al. A study on asphalt mixture under combustion[J]. Highway, 2007(10): 195-198. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200710046.htm
    [23]
    MASOUMI A P, TAJALLI-ARDEKANI E, GOLNESHAN A A. Investigation on performance of an asphalt aolar collector: CFD analysis, experimental validation and neural network modeling[J]. Solar Energy, 2020, 207: 703-719.
    [24]
    ALONSO-ESTÉBANEZ A, PASCUAL-MUÑOZ P, SAMPEDRO-GARCÍA J L, et al. 3D numerical modelling and experimental validation of an asphalt solar collector[J]. Applied Thermal Engineering, 2017, 126: 678-688.
    [25]
    MA Ming-lei, MA Ru-jin, CHEN Ai-rong. Safety of cables and full structure of a cable-stayed bridge exposed to fires on deck[J]. Journal of South China University of Technology (Natural Science Edition), 2014, 42(10): 117-124. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HNLG201410020.htm
    [26]
    HE Chang-xuan, SUN Wen-zhou, XIANG Lei, et al. Application of guss asphalt concrete in steel deck pavement maintenance engineering for G40 Highway Yangtze River Bridge[C]// HAO Zeng-heng, WANG Min. Proceedings of the First Workshop on Steel Deck Pavement Technology. Beijing: China Communications Press Co., Ltd., 2018: 79-89. (in Chinese)
    [27]
    ZHANG Xiang-ning, AN Chao, GAO Feng, et al. Optimization analysis of car body structure heat coupling static strength and rigidity for high-speed train[J]. Electric Drive for Locomotives, 2019(3): 85-89. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JCDC201903022.htm
    [28]
    WANG Hu, CHEN Xiang, WANG Ya. Finite element simulation of temperature field and shear stress distribution analysis of bridge deck pavement[J]. Journal of Xuzhou Institute of Technology (Natural Sciences Edition), 2020, 35(1): 32-36. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-OXZG202001006.htm
    [29]
    WANG Ya-fei, YANG Hong-yin, WANG Ying, et al. Vertical temperature gradient model of steel box girder: taking steel box girder of viaduct in Wuhan as study case[J]. Journal of Wuhan Institute of Technology, 2021, 43(2): 202-206. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-WHHG202102016.htm
    [30]
    KANG Jun-tao, WANG Wei. Analysis of structural performance of long-span steel trussed arch bridge exposed to fire[J]. Journal of Harbin Institute of Technology, 2020, 52(9): 77-84. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HEBX202009012.htm
    • Relative Articles
    • Supplements(0)
    • Cited By

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (660) PDF downloads(59) Cited by()
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return