| 新型方钢管混凝土柱-钢梁节点分析 |
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| 引用本文： | 于旭. 新型方钢管混凝土柱-钢梁节点分析[J]. 山西建筑, 2005, 31(24): 68-69 |
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| 作者姓名： | 于旭 |
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| 作者单位： | 南京工程学院建筑工程系 |
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| 摘 要： | 通过建立新型方钢管混凝土柱—钢梁节点的三维非线性有限元计算模型，分析了四种不同的外部加劲式节点的受力性能，比较了新型节点的有限元分析结果和试验结果，其有限元计算值和试验值吻合得较好。
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| 关 键 词： | 方钢管混凝土柱 节点 有限元 |
| 文章编号： | 1009-6825(2005)24-0068-02 |
| 收稿时间： | 2005-09-13 |
| 修稿时间： | 2005-09-13 |
Nonlinear FE analysis on a new type of frame joint between CFRT tubular and steel beam |
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| YU Xu. Nonlinear FE analysis on a new type of frame joint between CFRT tubular and steel beam[J]. Shanxi Architecture, 2005, 31(24): 68-69 |
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| Authors: | YU Xu |
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| Abstract: | This paper creates nonlinear FE model of new joint between CFRT tubular and steel beam. The behavior of four different joints with external stiffener is studied. The experimental results and FE analytic results of new joint are compared, both are anastomotic. |
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| Keywords: | CFRT(concrete-filled rectangular steel tubular columns) joint FE |
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