Strength and Behavior of SFRSCC and SFRC Wall Panels under One-Way In-Plane Action

被引:0
作者
Ganesan, N. [1 ]
Indira, P. V. [1 ]
Prasad, S. Rajendra [1 ]
机构
[1] Natl Inst Technol, Dept Civil Engn, Calicut, Kerala, India
来源
HIGH PERFORMANCE FIBER REINFORCED CEMENT COMPOSITES 6 | 2012年 / 2卷
关键词
SELF-COMPACTING CONCRETE; ULTIMATE STRENGTH;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental investigation was carried out to study the strength and behavior of steel fiber reinforced self compacting concrete (SFRSCC) and Steel Fiber Reinforced Concrete (SFRC) wall panels under one-way in-plane action. The volume fraction and aspect ratio of steel fibers used are 0.50% and 60 respectively. Influence of slenderness ratio and aspect ratio of wall panels on the ultimate load were studied. The load-deflection plots indicate that SFRSCC wall panels exhibit softening behavior which means that the wall panels behave in a more ductile manner than that of SFRC wall panels. A method was proposed to predict the ultimate strength of SFRSCC wall panels.
引用
收藏
页码:279 / 286
页数:8
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