Experimental investigation on combustion characteristics of steel cable for cable-stayed bridge

被引:0
|
作者
Changkun Chen
Jie Chen
Xiaolong Zhao
Congling Shi
机构
[1] Institute of Disaster Prevention Science and Safety Technology,Beijing Key Laboratory of Metro Fire and Passenger Transportation Safety
[2] Central South University,undefined
[3] China Academy of Safety Science and Technology,undefined
来源
Journal of Thermal Analysis and Calorimetry | 2018年 / 134卷
关键词
Cable-stayed bridge; Fire propagation; HDPE sheath; Fire extinguishing; Re-ignition;
D O I
暂无
中图分类号
学科分类号
摘要
Inspired by a serious fire accident on the cable-stayed bridge, the characteristics of this type of cable fire were investigated pertinently with experiment. And some important parameters, such as temperature distribution and flame height, were measured. The behaviors of fire growth and fire propagation were analyzed; furthermore, fire spread rate was obtained. Additionally, the effectiveness of fire extinguishing methods used in such cable fires was also examined. The results show that the special cables layout and material composition seriously influenced fire behaviors. When internal steel strands were ignited, the polyethylene material on its surface would melt and drop at high temperature, causing that external burning drops penetrated into the interior, which could gradually ignite the unburned part and flaring up the fire. The HDPE sheath originally as a protected component, once ignited, would generate a large amount of burning molten drops, dramatically promoting the fire development to the underneath cable. As observed in fire extinguishing experiments, dry powder, one method recommended by NFPA, showed a re-ignition phenomenon. By comparison, water, one method deprecated in standard, contrarily brought about good effects in fire extinguishing due to an effective cooling effects for inner steel.
引用
收藏
页码:2317 / 2327
页数:10
相关论文
共 50 条
  • [1] Experimental investigation on combustion characteristics of steel cable for cable-stayed bridge
    Chen, Changkun
    Chen, Jie
    Zhao, Xiaolong
    Shi, Congling
    JOURNAL OF THERMAL ANALYSIS AND CALORIMETRY, 2018, 134 (03) : 2317 - 2327
  • [2] Numerical and experimental investigation of a new cable-stayed string steel bridge
    Dabrila, Povilas
    Juozapaitis, Algirdas
    BAUINGENIEUR, 2024, 99 (12): : 396 - 405
  • [3] Analysis on Deflection Characteristics of Steel Cable-Stayed Bridge
    Liu Xiaoling
    Huang Qiao
    Ren Yuan
    Transactions of Nanjing University of Aeronautics and Astronautics, 2018, 35 (05) : 890 - 895
  • [4] Experimental study on dynamic characteristics of a cable-stayed bridge
    Dai, XQ
    Zhang, Z
    Mao, J
    Zhang, DM
    ADVANCES IN STRUCTURAL DYNAMICS, VOLS I & II, 2000, 10 : 491 - 496
  • [5] DESIGN OF A CABLE-STAYED STEEL COMPOSITE BRIDGE
    SVENSSON, HS
    CHRISTOPHER, BG
    SAUL, R
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1986, 112 (03): : 489 - 504
  • [6] Dynamic investigation of a repaired cable-stayed bridge
    Politecnico di Milano, Milan, Italy
    Earthquake Eng Struct Dyn, 1 (41-59):
  • [7] Dynamic investigation of a repaired cable-stayed bridge
    Gentile, C
    Cabrera, FMY
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1997, 26 (01): : 41 - 59
  • [8] Effect of cable stiffness on a cable-stayed bridge
    Wang, YC
    STRUCTURAL ENGINEERING AND MECHANICS, 1999, 8 (01) : 27 - 38
  • [9] Experimental study of fatigue on orthotropic steel deck of cable-stayed bridge
    Huang Z.-W.
    Lei J.-Q.
    Gui C.-Z.
    Guo S.-L.
    Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2019, 53 (06): : 1071 - 1082
  • [10] Determination of cable tension on cable-stayed bridge
    Yao, Wen-Bin
    Zhang, Wei
    Shao, Qian-Jun
    Chinese Journal of Sensors and Actuators, 2004, 17 (03) : 484 - 487