| 钢筋混凝土双向板火灾行为的数值分析 |
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| 引用本文： | 王勇,袁广林,李志奇,董毓利.钢筋混凝土双向板火灾行为的数值分析[J].工程力学,2015,32(11):218-227. |
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| 作者姓名： | 王勇 袁广林 李志奇 董毓利 |
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| 作者单位： | 1.中国矿业大学江苏省土木工程环境灾变与结构可靠性重点试验室,江苏,徐州 221008; |
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| 基金项目： | 国家青年自然科学基金项目(51408594); 中国博士后科学基金项目(2014M560461); 中央高校基本科研业务费专项资金项目(2014QNA78); 教育部高等学校博士学科点专项科研基金项目(20120095110027); 国家自然科学基金项目(51178143); 江苏高校优势学科建设工程项目 |
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| 摘 要： | 根据傅里叶热传导理论,提出蒸发阶段水分修正函数,建立改进温度场模型;结合非线性板壳理论和热弹塑性本构关系,建立了火灾下钢筋混凝土双向板的数值模型,发展现有计算程序,通过计算结果与试验结果对比,验证了模型及程序的可靠性。在此基础上,分析了火灾工况、约束作用、骨料类型、板厚和保护层厚度等参数对混凝土双向板变形行为和耐火极限的影响规律。结果表明:火灾工况、骨料类型、板厚和保护层厚度对双向板火灾行为影响较大;双向板变形行为和破坏模式对约束作用非常敏感,力学机理较为复杂。
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| 关 键 词： | 钢筋混凝土板 温度 火灾行为 数值分析 薄膜效应 |
| 收稿时间： | 2014-06-08 |
NUMERICAL ANALYSIS OF FIRE BEHAVIOR OF TWO-WAY REINFORCED CONCRETE SLABS |
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| Affiliation: | 1.Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, China University of Mining &Technology, Xuzhou, Jiangsu 221008, China;2.State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining &Technology, Xuzhou, Jiangsu 221008, China;3.School of Civil Engineering, Huaqiao University, Xiamen, Fujian 361000, China |
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| Abstract: | Based on Fourier’s heat transfer theory, the modified function of moisture over the temperature regions of water evaporation was proposed to establish the improved model of temperature field. According to the nonlinear shell theory and thermal elastic-plastic constitutive model, the numerical model and existing calculation program were developed to trace the behavior of two-way reinforced concrete slab in fire. The reliabilities of the numerical model and program were validated by test results. Furthermore, the model was used to investigate the effect of fire scenario, restraint, aggregate type, slab thickness and concrete cover on the deflection and fire resistance of two-way reinforced concrete slabs. The results from the parametric studies indicate that the fire scenario, aggregate type, slab thickness and concrete cover have significant effects on the fire resistance of RC slab. The deflection and failure mode are very sensitive to the restraint of the slab, and the mechanical mechanism is very complex. |
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