The purpose of this study is to investigate the effects of reinforcement arrangements on the high strength of concrete and to present the quantitative values. To complete this research, two types of concrete strengths (40 MPa and 60 MPa), two types of reinforcing bar diameters (10 ㎜ and 13 ㎜), and seven types of specimens with or without reinforcement arrangements were prepared and tested for compressive strength. As a result, the strength of the cores containing the reinforcement can be predicted to have 82% - 94% of the strength of the cores without reinforcement.

Abstract
 1. 서 론
 2. 실험개요
 3. 실험결과 및 고찰
 4. 결 론
 참고문헌

• 고훈범(인하공업전문대학 건축과) | Ko, Hune Bum 교신저자
• 김기태(인하대학교 건축공학과) | Kim, Ki Tae