Size effect of High Performance Concrete with Blast Furnace Slag on Compressive Strength and Modulus of Elasticity

被引：1
|
作者：
Park, Wan-Shin [2 ]
Kim, Jeong-Eun [2 ]
Eom, Nam-Yong [2 ]
Kim, Do-Gyeum [3 ]
Cho, Myung-Sug [4 ]
Yun, Hyun-Do [1 ]
机构：
[1] Chungnam Natl Univ, Dept Architectural Engn, 99 Daehak Ro, Taejon, South Korea
[2] Chungnam Natl Univ, Dept Construct Engn Educ, Taejon, South Korea
[3] Korea Inst Construct Technol, Goyang, South Korea
[4] Korea Hydro & Nucl Power CO LTD, Cent Res Inst, Daejeon, South Korea
来源：
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4 | 2013年 / 405-408卷
关键词：
High performance concrete; Mixing proportioning; Blast furnace slag; Replacement ratio; Size effect; Compressive strength; Modulus of elasticity;
D O I：
10.4028/www.scientific.net/AMM.405-408.2820
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The 100 x 200 mm cylinder specimens are standard size to measure the compressive strength and modulus of elasticity. However, it is not enough for experimental data of mechanical properties of HPC about size effect. The aim of this study is to investigate the size effect of high performance concrete (HPC) using blast furnace slag (BS) for mechanical properties such as, compressive strength and modulus of elasticity. Therefore, in this study, Type A (100 x 200 mm cylinder specimens) and Type B (150 x 300 cylinder specimens) were prepared. Blast furnace slag is used as a replacement for ordinary Portland cement (OPC). The compressive strength, modulus of elasticity of harden concrete were determined in the laboratory.
引用
收藏
页码：2820 / +
页数：2
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