Static Analysis of Properties of a Composite Slab Made from Steel Fibers and a Reinforced Foam Concrete

被引：0
|
作者：
Y. Wang
H. Liu
C. Xi
G. Dou
L. Qian
机构：
[1] Jilin Jianzhu University,
[2] Jilin Structure and Earthquake Resistance Technology Innovation Center,undefined
来源：
Mechanics of Composite Materials | 2019年 / 55卷
关键词：
reinforcement configuration; steel-fiber concrete; prefabricated composite floor; foam concrete; full-scale pieces; static test; volume fraction of steel fiber;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The effect of reinforcement configuration (steel fibers and a rebar) on the mechanical performance of a multiribbed composite slab (MCS) has been investigated. Four full-scale multiribbed composite prefabricated slabs with different volume fractions of steel fibers and the same total steel content were manufactured using a steel-fiber-reinforced concrete, foam concrete, and normal concrete. Various technical indicators were detected under the same static load, including the crack resistance, yield load, ultimate load, maximum deflection, destruction pattern, and stress of the steel rebar. The MCS exhibited excellent properties, and it is concluded that such slabs can be recommended for use in practice.
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页码：535 / 546
页数：11
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