THEORETICAL MODEL FOR THE ANALYSIS OF FIRE RESISTANCE OF BAR-REINFORCED CONCRETE-FILLED SQUARE STEEL COLUMNS

Xu Lei

doi:10.13204/j.gyjz200401005

Volume 34 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(1): 18-20

LI Junrun, YIN Binrui, LIU Junxin, ZHANG Ke, TANG Wei, ZHU Baolong. Research on Characteristics of Brittleness to Ductility Transition of Stratification in Continental Shale[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 168-174. doi: 10.13204/j.gyjzG21011102

Citation:

Xu Lei. THEORETICAL MODEL FOR THE ANALYSIS OF FIRE RESISTANCE OF BAR-REINFORCED CONCRETE-FILLED SQUARE STEEL COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 18-20. doi: 10.13204/j.gyjz200401005

Citation:

Xu Lei. THEORETICAL MODEL FOR THE ANALYSIS OF FIRE RESISTANCE OF BAR-REINFORCED CONCRETE-FILLED SQUARE STEEL COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 18-20. doi: 10.13204/j.gyjz200401005

PDF( 0 KB)

THEORETICAL MODEL FOR THE ANALYSIS OF FIRE RESISTANCE OF BAR-REINFORCED CONCRETE-FILLED SQUARE STEEL COLUMNS

doi: 10.13204/j.gyjz200401005

Xu Lei

1.
Shipping Project Institute,Harbin Engineering University Harbin 150001

Received Date: 2003-09-10
Publish Date: 2004-01-20

Abstract

Abstract

On the basis of deciding the stress-strain relations of steel, bars and core concrete of bar-reinforced concrete filled square steel tubes, a theoretical model for the analysis of fire resistance has been put forward.The model has been validated by testing results.There is a good agreement between the two.The method introduced in this paper may be a reference for fireproof design of this sort of column.
- square steel tubes,
- bar-reinforced concrete,
- fire resistance

FullText(HTML)

References(10)

References

[2] Han Linhai, Zhao Xiaoling, Yang Youfu, et al.Experimental Study and Calculation of Fire Resistance of Concrete-Filled Hollow Steel Columns.Journal of Structural Engineering, ASCE, 2003, 129(3):346～356

韩林海, 徐蕾.带保护层方钢管混凝土柱耐火极限试验研究.土木工程学报, 2000, 33(6):69～75

[3] Han LinHai, Yang YouFu, Xu Lei.An Experimental Study and Calculations on the Fire Resistance of Concrete-Filled SHS and RHS Columns.Journal of Constructional Steel Research, 2003, 59(4):427～452

[4] 冯九斌.钢管高强混凝土柱耐火极限研究:[博士学位论文].哈尔滨:哈尔滨工业大学, 2001

[5] Lie T T, Irwin R J.Fire Resistance of Rectangular Steel Columns Filled with Bar-Reinforced Concrete.J.of Structural Engineering, 1995, 121(5):797～805

[6] 陶忠.方形截面钢管混凝土的力学性能及承载力的理论分析与试验研究:[硕士学位论文].哈尔滨:哈尔滨建筑大学, 1998

[7] 徐蕾.方钢管混凝土柱耐火性能及抗火设计方法研究:[博士学位论文].哈尔滨:哈尔滨工业大学, 2002

[8] Han Linhai, Xu Lei, Zhao Xiaoling.Temperature Field Analysis of Concrete-Filled Steel Tubes.Advances in Structural Engineering-An International Journal, 2003, 6(2):121～133

[9] Lie T T, Irwin R.J.Method to Calculate the Fire Resistance of Reinforced Concrete Columns with Rectangular Cross Section.ACI Structural Journal, 1993, 90(1):52～60

[10] Hass R.On Realistic Testing of the Fire Protection Technology of Steel and Cement Supports.Translation of BHPR/NL/T/1444.1991.171

Relative Articles

[1]	WANG Huifang, MAO Ming, ZHANG Zhenwen, TONG Keting, LI Yushun. Finite Element Analysis of Bending Properties of Prestressed Steel-Bamboo Combined I-Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 126-133. doi: 10.13204/j.gyjzG22110102
[2]	TANG Zhengfeng, SHAN Qifeng, TONG Keting, GE Yumeng, LI Yushun. Finite Element Analysis of Bending Performance of Steel-Bamboo Composite Double-Chamber Box Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 69-77. doi: 10.3724/j.gyjzG23112009
[3]	ZHANG Chenrong, YAN Jingliang, LIU Xiaogang. Research on Tensile and Shear Performance of Fully-Prefabricated Slabs with UHPC Split-Joints[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 119-127. doi: 10.13204/j.gyjzG23022811
[4]	CHEN Yang, NING Jian, REN Chong, YANG Yong. Numerical Study on Shear Performance of Grouped Large Headed Stud Connectors in Prefabricated Steel-Thin UHPC Composite Girder[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 164-174. doi: 10.13204/j.gyjzG23070905
[5]	REN Chong, YUAN Yuqing, CHEN Yang. Finite Element Analysis on Shear Performance Large-Diameter Short Stud Connectors in Prefabricated Steel-Thin UHPC Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 180-187. doi: 10.13204/j.gyjzG22112702
[6]	WU Junlin, YANG Hui, GUO Zhengxing. Numerical Analysis of Seismic Performance of Local Post-Tensioned Prestressed Assembled Concrete Frame Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 29-34,28. doi: 10.13204/j.gyjzG22081301
[7]	LI Bin, LUO Yanyan, LI Xingbo. Seismic Performance Test and Finite Element Analysis of Monolithic Precast Shear Wall with Partially-Connected Vertical Distributed Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 51-59,23. doi: 10.13204/j.gyjzG21040601
[8]	LIU Lianbo, ZHOU Ming, WANG Xintang. Mechanical Property Experiments and Finite Element Analysis of Joints Between H-Steel Beams and Columns After Fire[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 107-112. doi: 10.13204/j.gyjzG22092306
[9]	GAO Ziqi, ZHANG Jintao, ZHANG Hao, HAO Han, GUO Rui. FINITE ELEMENT ANALYSIS OF FLEXURAL BEHAVIOR OF DAMAGED RC BEAMS REINFORCED BY FRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 44-50,43. doi: 10.13204/j.gyjzG20110321
[10]	FAN Xinyu, SHAO Yongjian, HANG Ziyan, WANG Guozuo. EXPERIMENT STUDY ON FLEXURAL AND TORSION PROPERTIES OF STEEL REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 90-97. doi: 10.13204/j.gyjzG20020102
[11]	REN Hongwei, QI Fang. EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF PREFABRICATED SHEAR WALL WITH CONCRETE FILLED STEEL TUBE FRAME UNDER RAPID RECIPROCATING LOAD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 103-110,116. doi: 10.13204/j.gyjzG20070211
[12]	LI Wentao, JIA Junfeng, WANG Yuguo, LI Bin, WAN Siyi. EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF NEW AND OLD CONCRETE JOINTS OF PREFABRICATED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 40-46. doi: 10.13204/j.gyjzG20032702
[13]	PANG Rui, DING Shusu, WANG Lu, WANG Yixiao, WANG Wenjie. FINITE ELEMENT ANALYSIS OF AXIAL COMPRESSION PROPERTIES OF PREFABRICATED SRCT SHEAR WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 156-162. doi: 10.13204/j.gyjzG19112401
[14]	He Xuejun, Yu Xiaoguang, Zhou Chaoyang, Liu Shu, Wu Xukang. FINITE ELEMENT ANALYSIS OF SEISMIC BEHAVIOR OF RC FRAME JOINTS INDIRECTLY STRENGTHENED WITH TIED AND LOCK-ANCHORED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 157-161. doi: 10.13204/j.gyjz201505033
[15]	Yang Yiting, Gong Chao, Hou Zhaoxin, Li Chengjiang. FINITE ELEMENT ANALYSIS OF MECHANICAL BEHAVIOR OF NEW TYPE HIGH STRENGTH STEEL-CONCRETE FLAT BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 39-42. doi: 10.13204/j.gyjz201403010
[16]	Du Zhao-hua, Liu Li-xin, Fu Jun-fei. EXPERIMENTAL STUDY ON THE SHEAR BEHAVIOR OF RECYCLED AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 66-70,78. doi: 10.13204/j.gyjz201209015
[17]	Xiong Xueyu, Gao Feng, Xu Xiaoming. THEORETICAL RESEARCH ON DESIGN OF PSRC STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 113-117. doi: 10.13204/j.gyjz201204024
[18]	Peng Xiaotong, Shen Lili, Lin Chen. FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 107-110. doi: 10.13204/j.gyjz201006024
[19]	Meng Shaoping, Wu Chang, Xiong Jun, Zhou Zhen. DISCUSSION ON THE NONLINEAR FINITE ELEMENT ANALYSIS OF PRESTRESSED CONCRETE COMPLEX STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 1-4. doi: 10.13204/j.gyjz200912001
[20]	Si Bingjun, Sun Zhiguo, Ai Qinghua. APPLICATION OF SOLID65 ELEMENT IN THE FINITE ELEMENT ANALYSIS OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 87-92,81. doi: 10.13204/j.gyjz200701022