[1]俞博,叶见曙,温天宇.火灾下混凝土空心板的温度场[J].东南大学学报(自然科学版),2009,39(3):536-540.[doi:10.3969/j.issn.1001-0505.2009.03.022]
 Yu Bo,Ye Jianshu,Wen Tianyu.Temperature field in concrete hollow-slab exposed to fire[J].Journal of Southeast University (Natural Science Edition),2009,39(3):536-540.[doi:10.3969/j.issn.1001-0505.2009.03.022]
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火灾下混凝土空心板的温度场()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
39
期数:
2009年第3期
页码:
536-540
栏目:
交通运输工程
出版日期:
2009-05-20

文章信息/Info

Title:
Temperature field in concrete hollow-slab exposed to fire
作者:
俞博1 叶见曙1 温天宇2
1 东南大学交通学院, 南京 210096; 2 江苏华通工程检测有限公司, 南京 210005
Author(s):
Yu Bo1 Ye Jianshu1 Wen Tianyu2
1 School of Transportation, Southeast University, Nanjing 210096, China
2 Jiangsu Huatong Engineering Testing Co Ltd, Nanjing 210005, China
关键词:
桥梁工程 混凝土空心板 火灾高温 耦合传热
Keywords:
bridge engineering concrete hollow-slab fires and high temperature coupling heat-transfer
分类号:
U441.5
DOI:
10.3969/j.issn.1001-0505.2009.03.022
摘要:
为了研究火灾下混凝土空心板温度场分布,基于流固耦合传热理论,采用流体动力学软件FLUENT,建立空心板混凝土和封闭空洞内空气耦合模型并进行计算.通过典型算例,对相同外形尺寸下混凝土实心板和空心板温度场的分布进行了比较; 对空洞内空气的自然对流和内壁面间辐射换热进行了分析; 同时考虑了内壁面取绝热边界条件的可行性.分析结果表明:延火1 h内,空心板与实心板温度场分布相近,随后差异明显; 空洞通过内部空气自然对流与壁面间辐射换热对空心板温度场分布产生影响,并随延火时间增长而愈加明显; 内壁面取绝热边界条件会高估空心板空洞附近的温度.空气-混凝土耦合传热系统模型可以解决常规单独计算混凝土空心板传热无法确定其空洞内边界条件的问题.
Abstract:
To research temperature field in concrete hollow-slab exposed to fire, based on the fluid-solid coupling heat-transfer theory, a coupling model of hollow-slab concrete and air in an enclosure was built to calculate temperature field by computational fluid dynamics(CFD)software FLUENT. Through a typical case, a comparison was made between the temperature distribution of a concrete hollow-slab and a solid-slab with the same outline dimensions. The heat transfer of natural convection in the enclosure and the radiation between inner walls were analyzed. In addition, the feasibility of setting inner wall boundary conditions to the heat insulation was taken into account. The results indicate that the temperature distribution of the concrete hollow-slab is similar to that of the solid-slab within 1 h of being exposed to fire, but different later. The hollow influences the temperature field in the concrete hollow-slab through natural convection of the air and radiation between the walls. The influence becomes more obvious with the increase in exposure time to fire. The temperature near the hollow is overestimated when inner wall boundary conditions are set to heat insulation. The model of the air-concrete coupling heat-transfer system can help to solve the boundary problems that cannot be defined by the traditional single solid heat transfer method.

参考文献/References:

[1] 刘其伟,王峰,徐开顺,等.火灾受损桥梁检测评估与加固处理[J].公路交通科技,2005,22(2):71-74.
  Liu Qiwei,Wang Feng,Xu Kaishun,et al.Detection evaluation and repairing of fire damaged bridge [J].Journal of Highway and Transportation Research and Development,2005,22(2):71-74.(in Chinese)
[2] 董毓利.混凝土结构的火安全设计[M].北京:科学出版社,2001.
[3] 过镇海,时旭东.钢筋混凝土的高温性能及其计算[M].北京:清华大学出版社,2003.
[4] 余志武,唐国庆,丁发兴.三面受火钢筋混凝土梁温度场非线性分析[J].建筑科学与工程学报,2005,22(4):11-14.
  Yu Zhiwu,Tang Guoqing,Ding Faxing.Nonlinear analysis of temperature field of reinforced concrete beam with three surfaces exposing to fire[J].Journal of Architecture and Civil Engineering,2005,22(4):11-14.(in Chinese)
[5] 陶文铨.数值传热学[M].2版.西安:西安交通大学出版社,2001.
[6] 王福军.计算流体动力学分析[M].北京:清华大学出版社,2004.
[7] 任泽霈,张立宁,贾力.封闭空间中自然对流与导热、辐射的复合换热[J].工程热物理学报,1988,9(3):245-250.
  Ren Zepei,Zhang Lining,Jia Li.Natural convection in enclosure combined with conduction and radiation [J]. Journal of Engineering Thermophysics,1988,9(3):245-250.(in Chinese)
[8] Lie T T.Fire resistance of circular steel columns filled with bar-reinforced concrete [J]. Journal of Structural Engineering,1994,120(5):797-805.
[9] BSI.EN 1992-1-2 Eurocode 2 design of concrete structures-general rules-structural fire design [S].London:BSI,2005.
[10] Huang Zhaohui,Andrew P,John R.Non-linear finite element model to predict temperature histories within reinforced concrete in fires[J].Building and Environment,1996,31(2):109-118.
[11] 李国强,蒋首超,林桂祥.钢结构抗火计算与设计[M].北京:中国建筑工业出版社,1999:49-51.

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备注/Memo

备注/Memo:
作者简介: 俞博(1982—), 男,博士生; 叶见曙(联系人),男,教授,博士生导师,yejianshu@seu.edu.cn.
基金项目: 江苏省交通科学研究计划资助项目(04Y051).
引文格式: 俞博,叶见曙,温天宇.火灾下混凝土空心板的温度场[J].东南大学学报:自然科学版,2009,39(3):536-540. [doi:10.3969/j.issn.1001-0505.2009.03.022]
更新日期/Last Update: 2009-05-20