| 冷弯薄壁C型钢-轻骨料混凝土组合梁试验研究 |
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| 引用本文： | 赵根田,刘建华.冷弯薄壁C型钢-轻骨料混凝土组合梁试验研究[J].包头钢铁学院学报,2010(3). |
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| 作者姓名： | 赵根田 刘建华 |
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| 作者单位： | 内蒙古科技大学建筑与土木工程学院; |
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| 摘 要： | 设计了6个冷弯薄壁C型钢-轻骨料混凝土组合梁试件进行单调加载试验,试验参数为钢梁截面形式和连接件间距,通过试验发现试件的破坏形式都是弯曲破坏,根据实验结果得出了这种新型组合梁的荷载-挠度关系.
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| 关 键 词： | C型钢 轻骨料混凝土 钢梁截面形式 弯筋间距 |
Experimental studies of cold-formed thin-wall C-section steel-lightweight aggregate concrete composite beam |
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| ZHAO Gen-tian,LIU Jian-hua.Experimental studies of cold-formed thin-wall C-section steel-lightweight aggregate concrete composite beam[J].Journal of Baotou University of Iron and Steel Technology,2010(3). |
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| Authors: | ZHAO Gen-tian LIU Jian-hua |
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| Affiliation: | ZHAO Gen-tian,LIU Jian-hua(Architecture , Civil Engineering School,Inner Mongolia University of Science , Technology,Baotou 014010,China) |
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| Abstract: | Six monotonic loading tests of cold-formed thin-wall C-section steel-lightweight aggregate concrete composite beams were performed.The parameters include steel-beam section form and connector's spacing.The damage mode of composite beams is bending failure.Load-deflection relationship of composite beam was obtained according to the expermental results. |
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| Keywords: | C-section steel lightweight aggregate concrete steel-beam section form connector's spacing |
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