秸秆混凝土冷弯型钢双向板有限元分析

Finite Element Analysis of a Straw Concrete Cold-Formed Sectional Steel Composite Two-way Slab

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.

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.