| 集中荷载作用下钢-混凝土预制板组合梁的受弯性能与组合效应 |
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| 引用本文： | 戴益民. 集中荷载作用下钢-混凝土预制板组合梁的受弯性能与组合效应[J]. 四川建筑科学研究, 2007, 33(4): 55-58 |
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| 作者姓名： | 戴益民 |
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| 作者单位： | 株洲工学院土木系,湖南,株洲,412008 |
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| 摘 要： | 根据3根集中荷载作用下钢-混凝土预制板组合简支梁的试验结果,从组合梁的荷载-滑移、荷载-组合梁跨中全截面应变及荷载-挠度等方面对钢-混凝土预制板组合梁进行了试验分析,同时结合现有普通组合梁的设计理论,推导出这种新型组合结构的设计公式.
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| 关 键 词： | 组合梁 钢-混凝土组合梁 预制板 |
| 文章编号： | 1008-1933(2007)04-0055-04 |
| 修稿时间： | 2006-01-06 |
The composite action and carrying capacities of the composite steel-FDPCP beams under concentrated loads |
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| DAI Yimin. The composite action and carrying capacities of the composite steel-FDPCP beams under concentrated loads[J]. Building Science Research of Sichuan, 2007, 33(4): 55-58 |
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| Authors: | DAI Yimin |
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| Affiliation: | Department of Civil Engineering, Zhuzhou Institute of Technology, Zhuzhou 412008, China |
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| Abstract: | Based on the test results of three simplysupported composite steel-FDPCP(Full-Depth Precast Concrete Panels) beams under concentrated loads,this paper analyse their behaviors of carrying capacities and composite action from the relations of load-slip,load-deflection and load-strain distribution in the section of the composite steel-FDPCP beams,and combine the existing design theories of the common composite beams,the author detrude the design formulas of the new style structure. |
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| Keywords: | the composite steel-concrete beams the composite steel-FDPCP beams composite action |
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