| 带肋板单元及其在构造正交异性板分析中应用 |
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| 引用本文： | 陈玉骥.带肋板单元及其在构造正交异性板分析中应用[J].佛山科学技术学院学报(自然科学版),2006,24(2):6-9. |
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| 作者姓名： | 陈玉骥 |
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| 作者单位： | 佛山科学技术学院,土木工程与建筑系,广东,佛山,528000 |
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| 摘 要： | 根据构造正交异性板单元的变形和受力特征,提出了一种超级单元:带肋板单元,给出了这种单元的形函数及其单元刚度矩阵。通过一个构造正交异性板的算例分析,将其结果与有限元结果对比,说明了该方法的正确性和适用性。
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| 关 键 词： | 带肋板单元 构造正交异性板 形函数 刚度矩阵 |
| 文章编号： | 1008-0171（2006）02-0006-04 |
| 收稿时间： | 2006-02-16 |
| 修稿时间： | 2006年2月16日 |
The plate element with costalias and its application to analyzing orthotropy plates in construction |
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| CHEN Yu-ji.The plate element with costalias and its application to analyzing orthotropy plates in construction[J].Journal of Foshan University(Natural Science Edition),2006,24(2):6-9. |
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| Authors: | CHEN Yu-ji |
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| Institution: | Department of Civil Engineering and Architecture, Foshan University, Foshan 528000,China |
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| Abstract: | According to the properties of deformation and force of orthotropy plates in construction,a super element is set forward,that is the plate element with costalias.The shape function and element stiffness matrix are given.It shows that,according to the example of orthotropy plates in construction,the results of this paper's theory are in agreement with those of finite element method,which proves the exactness of this paper's theory and method. |
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| Keywords: | the plate element with costalias orthotropy plates in construction shape function stiffness matrix |
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