| 钢-混凝土组合梁滑移性能的研究与展望 |
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| 引用本文： | 寇立亚.钢-混凝土组合梁滑移性能的研究与展望[J].工程建设与设计,2010(11):43-46. |
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| 作者姓名： | 寇立亚 |
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| 作者单位： | 河海大学江苏城市职业学院,南京,210017 |
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| 摘 要： | 钢-混凝土组合梁的研究和应用近年来发展很快,其兼有钢结构与混凝土结构两者的优点。钢梁与混凝土板界面滑移对组合梁的承载力和抗弯性能有很大影响。它在一定程度上减小组合梁刚度,增大变形,影响构件性能。通过总结目前国内外对钢-混凝土组合梁滑移性能研究以及连接件的荷载-滑移曲线公式,对钢-混凝土组合梁的研究提出了问题并进行了展望。
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| 关 键 词： | 钢-混凝土组合梁 滑移性能 荷载-滑移曲线 研究 |
Research and Perspective of Slip Property of Composite Steel-Concrete Beams |
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| KOU Li-ya.Research and Perspective of Slip Property of Composite Steel-Concrete Beams[J].Construction & Design for Project,2010(11):43-46. |
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| Authors: | KOU Li-ya |
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| Affiliation: | KOU Li-ya (Hohai University, Jiangsu Civil Vocational College, Nanjing 210017, China) |
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| Abstract: | Composite steel-concrete beams were developed very fast in the recent years, which has advantages both of steel and concrete. The interfacial slip of composite steel-concrete beams have some influence on the capacity and bending property, which can reduce the stiffiaess, increase deformation and influence performance in some extend. The result of research on slip property of composite beams and the load-slip curves of connector are provided. Some problems which are needed to be further studied in the field of composite steel-concrete beam are pointed out. |
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| Keywords: | steel-concrete composite beams slip property load-slip curves research |
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