火灾下钢筋混凝土楼板的薄膜效应分析
DOI: 10.3969/j.issn.1006-7043.2009.08.005
Keywords: 火灾 薄膜效应 钢筋混凝土楼板 协调方程 二重Fourier级数
Abstract:
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、薄膜力以及应力一应变的表达式.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.
References
[1] | 1. BAILEY C G.LENNON T.MOORE D B The behaviour of full-scale steel framed buildings subjected to compartment fires 1999(8)
|
[2] | 2. CONNER M A.KIRBY B R.MARTIN D M Behavior of a multi-storey composite steel framed building in fire 2003(2)
|
[3] | 3. BAILEY C G Membrane action of slab/beam composite floor systems in fire 2004(6)
|
[4] | 4. HUANG Z.BURGESS I W.PLANK R J Modeling of six full-scale fire tests on a composite building 2002(19)
|
[5] | 5. COLIN G.BAILEY C G.WEE S T Small-scale concrete slab tests at ambient and elevated temperatures 2007(1)
|
[6] | 6. USMANI A S.CAMERON J K Limit capacity of laterally restrained reinforced concrete floor slabs in fire 2004(3)
|
[7] | 7. LI G Q.GUO S X.ZHOU H S Modeling of membrane action in floor slabs subjected to fire 2007
|
[8] | 8. 徐秉业.刘信声 应用弹塑性力学 1995
|
[9] | 9. WANG Z Q.CHOW W K A node on applying the displa cement method in assessing fire hazard of glass systems 2007
|
[10] | 10. 过镇海.时旭东 钢筋混凝土的高温性能及其计算 2003
|
[11] | 11. TAN K H.YAO Y Fire resistance of four-face heated reinforced concrete columns 2003(9)
|
[12] | 12. LIN T D.ZWIERS R I.SHIREY S T Fire test of concrete slab reinforced with epoxy-coated bars 1989
|
[13] | 13. HUANG Z H.BURGESS I W.PLANK R J Modeling membrane action of concrete slabs in composite buildings in fire.Ⅱ:Validations 2003(8)
|
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