| 预应力索梁结构体系的ANSYS分析 |
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| 引用本文： | 谢新颖,尹新生,殷琨. 预应力索梁结构体系的ANSYS分析[J]. 吉林建筑工程学院学报, 2010, 27(6): 13-15 |
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| 作者姓名： | 谢新颖 尹新生 殷琨 |
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| 作者单位： | [1]吉林大学建设工程学院,长春130026 [2]吉林建筑工程学院土木工程学院,长春130118 |
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| 摘 要： | 笔者利用有限元分析软件ANSYS,建立几何模型,对预应力索梁结构体系的受力情况和板的变形情况进行分析.通过对板厚不变、索的布置逐渐增加的情况下的应力应变图之间的对比,得出相应情况下梁的工作机理.
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| 关 键 词： | 预应力索梁结构体系 有限元软件 应力应变图 受力状态 工作机理 |
Analysis of ANSYS on Prestressed Cable-beam Structure System |
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| XIE Xin-ying,YIN Xin-sheng,YIN Kun. Analysis of ANSYS on Prestressed Cable-beam Structure System[J]. Journal of Jilin Architectural and Civil Engineering, 2010, 27(6): 13-15 |
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| Authors: | XIE Xin-ying YIN Xin-sheng YIN Kun |
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| Affiliation: | 1：College of Construction Engineering,Jilin University,Changchun,China 130026; 2：School of Civil Engineering,Jilin Institute of Architecture and Civil Engineering,Changchun,China 130118) |
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| Abstract: | The paper analyzed and researched the force statement of prestressed cable-beam structure systems and the deformation of slabs in use of the finite element method software of ANSYS.It compared the figures of stress and strain in three situations when they had same dimension＇s slab and different quantity＇s cable,and got the beam＇s working mechanism corresponding. |
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| Keywords: | prestressed cable-beam structure systems the software of finite element method force statement figure of stress and strain working mechanism |
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