Please wait a minute...
JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE)
    
Fire resistance and load-bearing capacity of concrete filled fire-resistant steel tubular columns with circular cross-section
LIU Yi-xiang, TONG Gen-shu, ZHANG Lei
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
Download:   PDF(2603KB) HTML
Export: BibTeX | EndNote (RIS)      

Abstract  

To know about fireproof performances of concrete filled tubes(CFT) of fire-resistant(FR) steel with circular cross-section, the temperature field of CFT of ordinary steel under the fire heating curves was simulated using ANSYS. The fire resistance and load-bearing capacity of CFT of FR steel were solved with numerical technique under different diameters, slenderness ratio, steel ratio, steel strength, concrete strength, exposure time, load eccentricity ratio and load ratio. The simplified calculation formula for predicting the fire resistance time and bearing capacity was deduced, which is found to be in good agreement with numerical results. The calculation formula may be referenced for the fire protection design of practical engineering. Parametric analyses show that the fire resistance time and bearing capacity of CFT of FR steel increase significantly in a certain period of exposure time compared with CFT of ordinary steel. Therefore, the thickness of fire-proof coating can be decreased or abolished.



Published: 01 February 2015
CLC:  TU 541  
Cite this article:

LIU Yi-xiang, TONG Gen-shu, ZHANG Lei. Fire resistance and load-bearing capacity of concrete filled fire-resistant steel tubular columns with circular cross-section. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2015, 49(2): 208-217.

URL:

http://www.zjujournals.com/eng/10.3785/j.issn.1008-973X.2015.02.003     OR     http://www.zjujournals.com/eng/Y2015/V49/I2/208


耐火钢圆钢管混凝土柱耐火极限和承载力

为了得到耐火钢圆钢管混凝土柱的防火性能,利用ANYSY有限元软件对火灾升温曲线下钢管混凝土柱进行温度场模拟,变化钢管直径、长细比、含钢率、钢材强度、混凝土强度、受火时间、荷载偏心率、荷载比等参数,采用数值计算方法求解耐火钢圆钢管混凝土柱耐火极限和承载力.提出耐火极限和承载力的实用计算公式,公式与数值计算结果吻合度高,可为有关工程的抗火设计提供参考.研究结果表明,与普通柱相比,在一定时间内耐火钢圆钢管混凝土柱耐火极限和承载力提高显著,因此可减薄甚至取消防火涂层.

[1] 丁军,李国强.耐火钢柱的抗火性能参数分析与抗火临界温度估计[J].建筑钢结构进展, 2004, 6(3): 19-22.
DING Jun, LI Guo-qiang. Parametric studies and critical temperature estimation of fire-resistant steel columns [J]. Progress in Steel Building Structures, 2004, 6(3): 19-22.
[2] NKK Technical Bullrtin. NKK fire resistant steel (NKK-FR Steel)[R]. Tokyo: Nippon Steel Corporation, 1995.
[3] DING J, LI G Q, SAKUMOTO Y. Parametric studies on fire resistance of fire-resistant steel members [J]. Journal of Constructional Steel Research, 2004, 60: 1007-1027.
[4] LIE T T, CHABOT M. Experimental studies on the fire resistance of hollow steel columns filled with plain concrete[ R]. Ottawa, Canada: NRC-CNRC Internal Report.No.611, 1992.
[5] 韩林海.钢管混凝土结构:理论与实践[M].北京:科学出版社,2007: 558-559.
[6] 杨有福,韩林海. 矩形钢管混凝土柱的耐火性能和抗火设计方法[J]. 建筑结构学报,2004, 25(1): 19-22.
YANG You-fu, HAN Lin-hai. Fire performance and design method of concrete-filled steel rectangular hollow section columns [J]. Journal of Building Structures, 2004, 25(1): 19-22.
[7] 韩金生,董毓利,徐赵冬.钢管混凝土柱抗火性能研究[J].建筑结构学报, 2009(增刊2): 265-270.
HAN Jin-sheng, DONG Yu-li, XU Zhao-dong. Study on fire-resistance of reinforce concrete filled steel tubular columns [J]. Journal of Building Structures, 2009(supplementary issue 2): 265-270.
[8] 吕学涛,杨华,张素梅.三面受火的方钢管混凝土柱防火保护[J].钢结构,2013, 10(28): 78-82.
LV Xue-tao, YANG Hua, ZHANG Su-mei. Fire protective coating of concrete-filled square hollow sections being exposed to three-side fire [J]. Steel Construction, 2013, 10(28): 78-82.
[9] 吕学涛,杨华,张素梅.非均匀火灾作用下方钢管混凝土柱受力机理研究[J].建筑结构学报,2013, 34(3): 35-44.
LV Xue-tao, YANG Hua, ZHANG Su-mei. Fire resistance behavior and mechanism of concrete-filled square hollow columns in non-uniform fires[J]. Journal of Building Structures, 2013, 34(3): 35-44.
[10] 庞静.圆钢管混凝土柱在火灾条件下温度场的计算和应用[D].哈尔滨:哈尔滨工业大学, 2007.
PANG Jing. Temperature field calculation and application of concrete filled circular steel tubular column [D]. Harbin: Harbin Engineering University, 2007.
[11] 李国强,陆立新,蒋首超,等.马钢耐火钢柱的抗火试验与设计验算[J].建筑钢结构进展, 2006, 8(4): 12-16.
LI Guo-qing, LU Li-xing, JIANG Shou-chao, et al. Fire-resistant experiments and theoretical calculations of fire-resistant steel columns [J]. Progress in Steel Building Structures, 2006, 8(4): 12-16.
[12] JEZEK K. Die festigkeit von druckstaben aus stahl[M]. Vienna : Julius Springer, 1937.
[13] 童根树.钢结构的平面内稳定[M].北京:中国建筑工业出版社, 2005.
[14] LIE T T. A method of predict the fire resistance of circular concrete filled hollow steel columns [J]. Journal of Fire Protection Engineering, 1990, 2(4): 111-124.
[15] HAN L H, LIN X K. Tests on cyclic behavior of concrete-filled hollow structural steel columns after exposure to the ISO-834 standard fire [J]. Journal of Structural Engineering, 2004, 130(11): 1807-1819.
[16] GB50016-2006.建筑设计防火规范[S].北京:中国计划出版社, 2006.
GB50016-2006. Code of design on building fire protection and prevention [S]. Beijing: China Planning Press, 2006.
[1] LIU Yi xiang, TONG Gen shu, ZHANG Lei. Fire protection thickness of concrete filled fire resistant steel tubular columns[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2015, 49(12): 2387-2396.