Experimental Research of the Influence of the Ratio of the Longitudinal Reinforcement for Behavior of the Narrow Three-Span Reinforced Concrete Slabs

被引：0
作者：
Wieczorek, Miroslaw [1 ]
机构：
[1] Silesian Tech Univ, Fac Civil Engn, Dept Bldg Struct, Akad 5 St, PL-44100 Gliwice, Poland
来源：
STRUCTURAL AND PHYSICAL ASPECTS OF CONSTRUCTION ENGINEERING | 2017年 / 190卷
关键词：
reinforced concrete structure; slab structures; steel with high ductility; progressive collapse; failure stage;
D O I：
10.1016/j.proeng.2017.05.397
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper presents the results of an experimental research of four three-span models of reinforced concrete strips with the dimensions of 7140x500x190 mm. The aim of the research was to demonstrate the influence of the ratio of longitudinal reinforcement on the load-bearing capacity and the mechanism of destruction. The paper contains the description of the experimental stand and models along with the results of experimental tests which were compared with the results of the calculations based on traditional methods. (C) 2017 The Authors. Published by Elsevier Ltd.
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页码：684 / 690
页数：7
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