Strength and Toughness of Steel Fiber Reinforced Heavy Concrete

被引:2
|
作者
Kan, Yu-Cheng [1 ]
Yang, Hsuan-Chih [2 ]
Pei, Kuang-Chih [3 ]
机构
[1] Chaoyang Univ Technol, Dept Construct Engn, Taichung, Taiwan
[2] NCREE, Taipei, Taiwan
[3] Inst Nucl Energy Res, Taoyuan, Taiwan
来源
RENEWABLE AND SUSTAINABLE ENERGY II, PTS 1-4 | 2012年 / 512-515卷
基金
美国国家科学基金会;
关键词
Heavy concrete; steel fiber; toughness index; crack;
D O I
10.4028/www.scientific.net/AMR.512-515.2908
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
This paper presents an experimental study dealing with the toughness of heavy concrete based on the ASTM C1018. Mixtures including 0%, 0.5%, 1.0% and 1.5% of steel fiber content by volume are designated, which are developed based on a mixture used in Kuosheng nuclear power plant in Taiwan Metallic aggregates of iron shots and iron ore take 48.8% by volume in that mixture. Test results reveal that the compressive strength and rupture modulus of heavy concrete turn out higher than those of normal concrete. In addition, flexural toughness of heavy concrete grow with the steel fiber fraction, which is valid and appropriate for construction of shielding structure and spent fuel cask.
引用
收藏
页码:2908 / +
页数:2
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