| 现浇混凝土空心板有限元分析 |
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| 引用本文： | 谭磊,刘锡军. 现浇混凝土空心板有限元分析[J]. 湖南工程学院学报(自然科学版), 2008, 18(1): 92-94 |
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| 作者姓名： | 谭磊 刘锡军 |
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| 作者单位： | 湖南科技大学土木工程学院,湖南,湘潭,411201;湖南科技大学土木工程学院,湖南,湘潭,411201 |
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| 摘 要： | 采用ANSYS有限元软件建立了现浇混凝土空心楼扳的有限元分析模型，分析了空心楼板的变形特征，内力分布规律，探讨了肋宽对现浇混凝土空心楼板受力性能的影响，得出了对实际工程有价值的结论．
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| 关 键 词： | 现浇混凝土空心楼扳 ANSYS 有限元 肋宽 |
| 文章编号： | 1671-119X(2008)01-0092-03 |
| 修稿时间： | 2007-09-25 |
Finite Element Analysis of Cast-in-situ Hollow Concrete Floor |
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| TAN Lei,LIU Xi-jun. Finite Element Analysis of Cast-in-situ Hollow Concrete Floor[J]. Journal of Hunan Institute of Engineering(Natural Science Edition), 2008, 18(1): 92-94 |
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| Authors: | TAN Lei LIU Xi-jun |
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| Affiliation: | TAN Lei, LIU Xi- jun (School of Civil Engineering , Hunan University of Science and Technology, Xiangtan 411201, China) |
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| Abstract: | In this paper,the cast-in-situ hollow concrete floor is taken as a rational finite element model by ANSYS.Its flexibility and stress pattern are presented in detail.The elementary analysis about the geometrical parameter influences of rib width on mechanical properties of the cast-in-situ hollow concrete floor is also made.Some important advice and detailed design are proposed. |
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| Keywords: | cast-in-situ hollow concrete floor ANSYS finite element rib width |
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