| 粘钢加固楼板开洞有限元分析 |
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| 引用本文： | 赵一骏,李骁春.粘钢加固楼板开洞有限元分析[J].山西建筑,2006,32(16):42-43. |
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| 作者姓名： | 赵一骏 李骁春 |
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| 作者单位： | 1. 中国船舶第九设计院,上海,200064
2. 河海大学土木工程学院,江苏,南京,210098 |
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| 摘 要： | 结合实际工程，采用有限元法确定楼板开洞后荷载计算值，以确定粘钢加固方案，同时对加固方案进行承载力计算和正常使用开裂验算，为施工设计提出了一些建议，可供类似的改造加固工程参考。
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| 关 键 词： | 楼板开洞 粘钢加固 有限元法 |
| 文章编号： | 1009-6825(2006)16-0042-02 |
| 收稿时间： | 2006-02-23 |
| 修稿时间： | 2006年2月23日 |
FEM analysis of the floor with opening reinforced by steel-bonded |
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| ZHAO Yi-jun,LI Xiao-chun.FEM analysis of the floor with opening reinforced by steel-bonded[J].Shanxi Architecture,2006,32(16):42-43. |
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| Authors: | ZHAO Yi-jun LI Xiao-chun |
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| Affiliation: | ZHAO Yi-jun LI Xiao-chun |
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| Abstract: | Based on a practical project, the calculation value of loading is computed by FEM, and the blueprint of steel-bonded is laid out. The bearing capacity after reinforcement has been analyzed, as well as the cracking check in natural service period. Some advice is put forward for the design and construction and provides reference to similar engineering applications. |
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| Keywords: | floor with opening steel-bonded reinforcement FEM |
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