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薄壁箱体楼盖与密肋楼盖有限元对比分析 被引量:1

Study on comparative analysis of clamped thin-wall box floor and ribbed floor finite element
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摘要 高强薄壁箱体楼盖是一种与密肋楼盖在结构上很相似的新型空心楼盖,为研究这两种楼盖结构受力性能的异同,进行了这两种楼盖的有限元对比分析,研究表明,薄壁箱体楼盖的刚度比密肋楼盖大,薄壁箱体楼盖的弹性内力比密肋楼盖的弹性内力小,且薄壁箱体楼盖的极限承载力也比密肋楼盖大,证明了这种新型空心楼盖的优越性。 High strength thin-wall floor is a new kind of hollow floor which is similar to ribbed floor in structure.To study on the differences of the mechanical properties of the two floor structure.In this paper,the finite element analysis of the two floor systems was carried out.Research showed that,thin-wall box floor is of larger rigidity than ribbed floor,the elastic force of thin-wall box floor is smaller than that of ribbed floor,and the thin-wall box floor has a better ultimate bearing capacity than ribbed floor,which proved the superiority of this new type of hollow floor.
作者 吴享树
出处 《山西建筑》 2012年第16期28-29,共2页 Shanxi Architecture
关键词 薄壁箱体空心楼盖 密肋楼盖 对比 有限元 thin-wall hollow floor ribbed floor contrast finite element
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  • 1[1]Kenneth Leet.Reinforced Concrete Design.Mc Graw-Hiu company,USA,1982
  • 2GB 50010-2002.混凝土结构设计规范[S],2002.

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