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原文传递 Experimental and Numerical Investigation of Steel-Concrete Composite Waffle Slab Behavior
题名: Experimental and Numerical Investigation of Steel-Concrete Composite Waffle Slab Behavior
其他题名: Abdul-Wahab,H.M.S.,and Khalil,M.H.(2000)."Rigidity and strength of orthotropic reinforced concrete waffle slabs."J.Struct.Eng.,10.1061/(ASCE)0733-9445(2000)126:2(219),219–227.
正文语种: 英文
作者: Jianguo Nie
关键词: Composite waffle slabs;Simply supported;Ultimate capacity;Simplified method;Metal and composite structures
摘要: This paper proposes a new kind of composite waffle slab that consists of orthogonal steel girders and flat RC slab. The steel beams help decrease the cracking that occurs with concrete, and using prefabricated RC slabs reduces the framework and speeds up the construction. An experimental investigation of steel-concrete composite waffle slabs is conducted, and the specimens are proved to have excellent ductility and load-bearing capacity. Then a mixed finite-element (FE) model combining the beam elements and shell elements is proposed to predict the behavior of composite waffle slab. Based on the numerical model, a series of parameter analyses are conducted, and the influences of different parameters on the mechanical behavior of the composite waffle slab are intensively investigated. Simplified formulas for the ultimate capacity of the composite waffle slab are derived based on the test observations and numerical analysis. Reasonable recommendations are proposed to help engineers design the composite waffle slab effectively.
出版年: 2015
论文唯一标识: P-26Y2015V141N11009
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)ST.1943-541X.0001268
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 141
期: 11
页码: 80-92
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