期刊文献+

火灾下钢筋混凝土楼板的薄膜效应分析 被引量:2

Analysis of membrane effects in reinforced concrete slabs subjected to fire
下载PDF
导出
摘要 为了研究火灾下钢筋混凝土楼板的抗火性能,根据材料在不同温度的本构模型,对考虑薄膜作用的火灾下钢筋混凝土板进行了分析.通过分析板块中面的平衡方程及位移协调方程,建立了由板位移和Airy应力函数表示的2个微分控制方程.采用二重Fourier级数解推导了火灾作用下楼板的位移、薄膜力以及应力-应变的表达式.所得的计算结果与试验结果吻合较好.该研究为考虑薄膜效应时楼板的抗火设计提供了参考,对发挥楼板的抗火潜能、降低结构抗火成本有重要意义. To determine the fire-retardant performance of reinforced concrete slabs, in the light of the constitutive model of materials at different temperatures, it was analyzed using the membrane effect. Based on the force equilibrium and geometric compatibility equations of the middle plane, two governing differential equations for calculating the displacement of a slab and the Airy stress function were derived. Expressions of displacement, membrane force and stress-strain were deduced by the double Fourier series. The accuracy with which these expressions reflect the membrane effects of slabs in a fire was validated through a comparison between results from experiments and different theoretical simulations. This research is important for fire engineering purposes and is of great significance for determining the fire-resistant potential of reinforced concrete slabs and thus reducing the cost of building a fire-resistant structure.
出处 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2009年第8期878-882,共5页 Journal of Harbin Engineering University
基金 高等学校博士学科点科研专项基金资助项目(20060217010)
关键词 火灾 薄膜效应 钢筋混凝土楼板 协调方程 二重Fourier级数 fire membrane effect reinforced concrete slabs compatibility equation double Fourier series
  • 相关文献

参考文献13

  • 1BAILEY C G,LENNON T,MOORE D B.The behaviour of full-scale steel framed buildings subjected to compartment fires[J].The Structural Engineer,1999,77 (8):15-21. 被引量:1
  • 2CONNER M A,KIRBY B R,MARTIN D M.Behavior of a multi-storey composite steel framed building in fire[J].The Structural Engineer,2003,81 (2):27-36. 被引量:1
  • 3BAILEY C G.Membrane action of slab/beam composite floor systems in fire[J].Engineering Structures,2004,26 (6):1691-1703. 被引量:1
  • 4HUANG Z,BURGESS I W,PLANK R J.Modeling of six full-scale fire tests on a composite building[J].The Structural Engineer,2002,80 (19):30-37. 被引量:1
  • 5COLIN G,BAILEY C G,WEE S T.Small-scale concrete slab tests at ambient and elevated temperatures[J].Engineering Structures,2007,29 (1):2775-91. 被引量:1
  • 6USMANI A S,CAMERON J K.Limit capacity of laterally restrained reinforced concrete floor slabs in fire[J].Cement & Concrete Composites,2004,26 (3):127-140. 被引量:1
  • 7LI G Q,GUO S X,ZHOU H S.Modeling of membrane action in floor slabs subjected to fire[J].Engineering Structures,2007,29:880-887. 被引量:1
  • 8徐秉业,刘信声著..应用弹塑性力学[M].北京:清华大学出版社,1995:584.
  • 9WANG Z Q,CHOW W K.A node on applying the displa cement method in assessing fire hazard of glass systems[J].Journal of Applied Fire Science,2007,14:239-249. 被引量:1
  • 10过镇海,时旭东著..钢筋混凝土的高温性能及其计算[M].北京:清华大学出版社,2003:262.

同被引文献13

引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部