| 火灾场钢筋混凝土简支梁抗弯性能分析 |
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| 引用本文： | 韩玉来,王振清,王永军,白丽丽.火灾场钢筋混凝土简支梁抗弯性能分析[J].海军工程学院学报,2007,19(1):76-80. |
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| 作者姓名： | 韩玉来 王振清 王永军 白丽丽 |
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| 作者单位： | 哈尔滨工程大学建筑工程学院,哈尔滨150001 |
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| 摘 要： | 通过对火灾中钢筋混凝土简支梁截面温度场和材料热力学性能分析，将混凝土分为弹性区和塑性区来分别计算其强度，建立了火灾场简支梁截面内混凝土应力和梁极限抗弯承栽力的计算公式，通过具体算例分析了钢筋混凝土简支梁截面温度场和极限承载力的变化规律和原因。
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| 关 键 词： | 火灾场 钢筋混凝土梁 弹性区 塑性区 梁极限抗弯承载力 |
| 文章编号： | 1009-3486（2007）01-0076-05 |
| 收稿时间： | 2006-07-22 |
| 修稿时间： | 2006-08-20 |
Analysis of bending capability of a reinforced concrete beam supported at both ends in fired field |
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| Authors: | HAN Yu-lai WANG Zhen-qing Wang Yong-jun BAI Li-li |
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| Abstract: | Through analyzing the high temperature field of the profile of a reinforced concrete beam simply supported at both ends and the thermal mechanical behavior of material in a fired field, the profile is divided into an elastic zone and a plastic zone, and then the strength of the concrete in different zones can be obtained. The calculating formulae of the concrete stress and the ultimate load of the beam are established. In the computational example, the temperature field and the changing rules and causes of the ultimate load are analyzed. |
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| Keywords: | fired field reinforced concrete beam elastic zone plastic zone ultimate load |
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