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秸秆混凝土冷弯型钢双向板有限元分析
引用本文:刘殿忠,刘慧敏,王凯,杨杰. 秸秆混凝土冷弯型钢双向板有限元分析[J]. 吉林建筑工程学院学报, 2011, 28(6): 4-6
作者姓名:刘殿忠  刘慧敏  王凯  杨杰
作者单位:1. 吉林建筑工程学院土木工程学院,长春,130118
2. 长春新星宇建筑安装有限责任公司振宇分公司,长春,130000
3. 江苏省建工集团股份有限公司,南京,210036
摘    要:冷弯薄壁型钢混凝土双向板是一种比较少见的组合结构形式,本文针对两种型钢布置方式不同的组合结构双向板进行了有限元分析,并比较其受力和位移的不同,从而确定更为合理的型钢布置方式,为将来的应用与实践中提供理论依据.

关 键 词:组合结构  双向板  冷弯薄壁型钢  有限元

Finite Element Analysis of a Straw Concrete Cold-Formed Sectional Steel Composite Two-way Slab
LIU Dian-zhong,LIU Hui-min,WANG Kai,YANG Jie. Finite Element Analysis of a Straw Concrete Cold-Formed Sectional Steel Composite Two-way Slab[J]. Journal of Jilin Architectural and Civil Engineering, 2011, 28(6): 4-6
Authors:LIU Dian-zhong  LIU Hui-min  WANG Kai  YANG Jie
Affiliation:LIU Dian-zhong1,LIU Hui-min1,WANG Kai2,YANG Jie3 (1:School of Civil Engineering,Jilin Institute of Architecture and Civil Engineering,Changchun,China 130118,2:Zhenyu Branch,Changchun Xinxingyu Construction and Installation Co.,Ltd.,China 130000,3:Jiangsu Province Construction Group,Nanjing,China 210036)
Abstract:Cold-formed steel concrete composite two-way slab is a rare form of composite structure.The layout for two different combinations of the cold-formed steel in two-way slab are analyzed by the method of finite element,and compared their stress and displacement,a more reasonable cold-formed steel layout methods are made sure,and theoretical basis are provided for the application and practice.
Keywords:composite structure  two-way slab  cold-formed steel  finite element  
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