方钢管配筋混凝土柱耐火极限理论计算模型

徐蕾

doi:10.13204/j.gyjz200401005

方钢管配筋混凝土柱耐火极限理论计算模型

doi: 10.13204/j.gyjz200401005

徐蕾

1.
哈尔滨工程大学船舶与海洋工程学院哈尔滨 150001

详细信息

作者简介:
徐蕾女 1975年8月出生博士后

中图分类号: TU37
计量
- 文章访问数: 122
- HTML全文浏览量: 16
- PDF下载量: 88
- 被引次数: 4
出版历程
- 收稿日期: 2003-09-10
- 刊出日期: 2004-01-20

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

Xu Lei

1.
Shipping Project Institute,Harbin Engineering University Harbin 150001

摘要

摘要: 在合理地确定了组成方钢管配筋混凝土的钢材和核心混凝土高温下的应力-应变关系模型基础上，建立了方钢管配筋混凝土柱耐火极限的理论计算模型，理论结果与以往国内外试验结果对比，两者吻合较好，可为方钢管配筋混凝土柱的防火设计提供参考。
- 方钢管 /
- 配筋混凝土 /
- 耐火极限
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

HTML全文

参考文献(10)

[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

施引文献