| 部分剪力连接钢-混凝土组合梁曲率的理论分析 |
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| 引用本文： | 孙文彬.部分剪力连接钢-混凝土组合梁曲率的理论分析[J].长沙大学学报,2002,16(2):57-59. |
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| 作者姓名： | 孙文彬 |
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| 作者单位： | 淮阴工学院土木工程系,江苏,淮阴,223001 |
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| 摘 要： | 本文对受均布荷载作用的部分剪力连接的简支钢－混凝土组合梁的在考虑滑移效应情况下的梁的曲率分布及其与剪力连接程度系数之间的关系，结果与结构在弹性阶段的实验相当吻合，对组合梁挠度的精确计算有很高的指导意义。
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| 关 键 词： | 部分剪力连接钢－混凝土组合梁 剪力连接程度系数 曲率 |
| 文章编号： | 1008-4681(2002)02-0057-03 |
| 修稿时间： | 2001年6月19日 |
Study on the Curvature Distribution of the Partial Shear Connection Steel - concrete Composite Beams |
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| SUN Wen,bin.Study on the Curvature Distribution of the Partial Shear Connection Steel - concrete Composite Beams[J].Journal of Changsha University,2002,16(2):57-59. |
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| Authors: | SUN Wen bin |
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| Abstract: | This paper analyses the curvature distributions of the simply supported steel-concrete composite beams with partial shear connection under uniform distribution load considering slips of them,derives relationships between them and shear connection degree index.The results can be in conformity with experiments of this kind of structures in the elastic stage.It has a well guideline to calculate accurately the deformation of composite beams. |
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| Keywords: | partial shear connection steel-concrete composite beam shear connection degree index curvature |
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