| 磷石膏空腔模无梁楼盖中柱节点静力特性分析 |
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| 引用本文： | 王成芬.磷石膏空腔模无梁楼盖中柱节点静力特性分析[J].山西建筑,2014(26):25-26. |
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| 作者姓名： | 王成芬 |
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| 作者单位： | 贵州大学土木建筑工程学院 |
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| 摘 要： | 介绍了磷石膏空腔模无梁楼盖中柱节点的静力特性,采用实体单元Solid65的有限元模型对磷石膏空腔模无梁楼盖中板柱节点和一般实心厚板板柱节点进行了理论分析,对比得到了磷石膏空腔模无梁楼盖板中柱节点应力,研究表明,磷石膏空腔模无梁楼盖受力性能优于实体厚板板柱结构。
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| 关 键 词： | 结构 静力特性 ANSYS分析 应力分析 |
The static study on phosphorus gypsum evacuated mold flat slab floor plate column node |
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| WANG Cheng-fen.The static study on phosphorus gypsum evacuated mold flat slab floor plate column node[J].Shanxi Architecture,2014(26):25-26. |
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| Authors: | WANG Cheng-fen |
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| Affiliation: | WANG Cheng-fen;School of Civil Engineering and Architecture,Guizhou University; |
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| Abstract: | Introduces the phosphorus gypsum empty modes without beam column node static characteristics of the floor. Uses the finite element model of entity elements Solid65 of phosphorus gypsum slab-column system medium plate was empty across between the column and the general solid plate column node through theoretical analysis,contrast phosphorus gypsum empty modes without beam column node stress in the floor plate. Study shows that the phosphorus gypsum slab-column system mechanical performance is superior to the entity was empty across between plate slab-column structure. |
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| Keywords: | structure static characteristics ANSYS analysis stress analysis |
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