| 自承式钢筋桁架混凝土叠合板刚度有限元分析 |
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| 引用本文： | 陈日涛. 自承式钢筋桁架混凝土叠合板刚度有限元分析[J]. 山西建筑, 2007, 33(22): 76-77 |
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| 作者姓名： | 陈日涛 |
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| 作者单位： | 株洲火炬有色工程设计有限责任公司,湖南,株洲,412004 |
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| 摘 要： | 介绍了一种新型叠合楼板,在与一个实验做参照的情况下,建立了合理的有限元模型,研究了钢筋桁架的上下弦轴心距离和钢筋桁架腹杆直径对自承式钢筋桁架混凝土叠合板预制构件短期刚度的影响,可供工程设计中参考。
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| 关 键 词： | 自承式钢筋桁架混凝土叠合板 上下弦轴心距离 短期刚度 |
| 文章编号： | 1009-6825（2007）22-0076-02 |
| 修稿时间： | 2007-03-24 |
Finite element analysis on the short-term rigidity of composite slab by steel bar truss and concrete |
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| CHEN Ri-tao. Finite element analysis on the short-term rigidity of composite slab by steel bar truss and concrete[J]. Shanxi Architecture, 2007, 33(22): 76-77 |
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| Authors: | CHEN Ri-tao |
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| Affiliation: | CHEN Ri-tao |
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| Abstract: | This article interview a new style of composite slab,based on the comparing of a trial,found a correct finite element model,the influence of 2 parameters to the short-term rigidity of precast slab is analyzed,one is the axis distance between the top member and the bottom member,the other is the radius of web member.These results are value to the design of this slab. |
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| Keywords: | composite slab by steel bar truss and concrete the axis distance between the top member and the bottom member short-term rigidity |
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