The numerical analysis of the effective flange width in T-section reinforced concrete beams

被引：6
|
作者：
Ciesielczyk, Katarzyna [1 ]
Szumigala, Maciej [1 ]
Scigallo, Jacek [1 ]
机构：
[1] Poznan Univ Tech, Fac Civil & Environm Engn, Inst Struct Engn, Piotrowo 5, PL-60965 Poznan, Poland
来源：
MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES | 2017年 / 172卷
关键词：
effective flange width; non-linear analysis; numerical analysis; relability of RC structures;
D O I：
10.1016/j.proeng.2017.02.047
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The problem of determining the effective flange width for reinforced concrete T-sections subjected to bending was presented in the paper. The numerical analysis was performed in order to define an influence of parameters on the width value. Multi-span reinforced concrete slabs monolithically connected with two-span concrete beams were considered in the analysis. Two material models were used: elastic for concrete and plastic for reinforced concrete. (C) 2017 The Authors. Published by Elsevier Ltd.
引用
收藏
页码：178 / 185
页数：8
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