| 肋筋模板钢-混凝土组合板的理论分析与试验研究 |
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| 引用本文： | 毛小勇,韩林海. 肋筋模板钢-混凝土组合板的理论分析与试验研究[J]. 哈尔滨建筑大学学报, 2000, 33(5): 47-51 |
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| 作者姓名： | 毛小勇 韩林海 |
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| 作者单位： | MAO Xiao-yong（School of Civil Engineering & Architecture, Harbin Univ. of Civil Eng. & Arch., Harbin 150090, China） HAN Lin-hai（School of Civil Engineering & Architecture, Harbin Univ. of Civil Eng. & Arch., Harbin 150090, China） |
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| 基金项目： | 黑龙江省科学计划项目基金资助项目 |
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| 摘 要： | 提出了一种新型的组合板－肋筋模板钢－混凝土组合板。在确定了钢材和张土的应用－应变关系的基础上，采用数值算法计算了肋模板组合板的荷载－变形全过程曲线，并对曲线的特点进行了分析。进行了三块板的试验研究，结果表明肋筋模板组合板在施工阶段和使用阶段工作性能良好。试验结果与理论分析结果吻合得令人满意。
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| 关 键 词： | 肋筋模板组合板 钢－混凝土 荷载－变形 承载力 |
| 文章编号： | 1006-6780(2000)05-0047-05 |
| 修稿时间： | 1999-10-21 |
Theoretical analysis and experimental study of Leijinmoban steel-concrete composite slab |
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| MAO Xiao-yong,HAN Lin-hai. Theoretical analysis and experimental study of Leijinmoban steel-concrete composite slab[J]. Journal of Harbin University of Civil Engineering and Architecture, 2000, 33(5): 47-51 |
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| Authors: | MAO Xiao-yong HAN Lin-hai |
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| Abstract: | A new kind of steel-concrete composite slab-Leijinmoban steel-concrete composite slab has been put up in this paper. Based on deciding the strain-stress relationship of steel and concrete, the load-deflection curve is calculated by using a numerical method. Also, the behavior of this new kind of composite slab has been analyzed. Three specimens of the slab have been tested which shows that this slab has good property both in construction period and in ordinary period. The calculating result has a good agreement with that of test. |
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| Keywords: | Leijinmoban composite slab load-deflection relationship load resistance strain-stress relationship numerical method |
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