| 闭口式压型钢板-混凝土组合楼板受弯承载力的试验研究 |
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| 引用本文： | 郭彦林,马智刚,陈国栋,郑永会,尹晓东,玄俊男.闭口式压型钢板-混凝土组合楼板受弯承载力的试验研究[J].建筑结构,2005,35(1):38-41. |
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| 作者姓名： | 郭彦林 马智刚 陈国栋 郑永会 尹晓东 玄俊男 |
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| 作者单位： | 清华大学土木工程系,北京,100084;鞍山东方钢结构有限公司,114001 |
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| 摘 要： | 分析了一种闭口式压型钢板 混凝土组合楼板的构成特点和受力性能的同时 ,进行了 1 6块组合楼板的受弯试验研究 ,探讨了这种组合板的正截面抗弯承载力及其破坏形式 ,依据楼板的塑性截面设计理论给出了其承载力的简化计算公式。试验结果表明 ,这种组合楼板承载力高、延性好 ,具有较好的抗弯性能
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| 关 键 词： | 闭口式压型钢板 组合板 抗弯承载力 试验研究 |
Experimental Investigation on Bending-bearing Capacities of Closed-section Steel Deck-concrete Composite Slabs |
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| Guo Yanlin ,Ma Zhigang ,Chen Guodong ,Zheng Yonghui ,Yin Xiaodong ,Xuan Junnan.Experimental Investigation on Bending-bearing Capacities of Closed-section Steel Deck-concrete Composite Slabs[J].Building Structure,2005,35(1):38-41. |
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| Authors: | Guo Yanlin Ma Zhigang Chen Guodong Zheng Yonghui Yin Xiaodong Xuan Junnan |
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| Affiliation: | Guo Yanlin 1,Ma Zhigang 1,Chen Guodong 1,Zheng Yonghui 2,Yin Xiaodong 2,Xuan Junnan 2 |
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| Abstract: | Based on the test of sixteen closed-section steel deck-concrete composite slabs,the bending-bearing capacities and collapse mechanisms are presented.Test results show that this type of closed-section composite slabs has both higher load-bearing capacity and good ductility.The design proposal and simplified formula for predicting the bending-bearing capacity are drawn. |
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| Keywords: | closed-section steel deck composite slabs bending-bearing capacities test |
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