한국콘크리트학회:학술대회논문집 (Proceedings of the Korea Concrete Institute Conference)
- 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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- Pages.563-564
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- 2009
Strength Characteristics of Ultra High Performance Concrete at early age
- Kim, Sung-Wook (Korea Institute of Construction Technology) ;
- Park, Jung-Jun (Korea Institute of Construction Technology) ;
- Ryu, Guem-Sung (Korea Institute of Construction Technology) ;
- Koh, Kyoung-Taek (Korea Institute of Construction Technology) ;
- Hong, Ki-Nam (Chung Buk national University)
- 발행 : 2009.05.07
초록
Ultra-High Performance Concrete (UHPC) compared to normal concrete is exhibiting extremely high strength characteristics with compressive strength and tensile strength reaching 200MPa and 15MPa, respectively. The mechanical characteristics of UHPC can be thus exploited advantageously in the construction of structure through the reduction of the cross-sectional area and fabrication of slim and light-weight of the structural members. In the case where the structural member is made of UHPC, the occurrence of crack can be prevented by releasing the restraint provided by the form in due time. This research performs parametric study of the failure characteristics of concrete such as failure energy and softening curve suggested by the viscous crack model approximating the failure of concrete. The scope of this research contains the results of tests performed to investigate the strength of UHPC during early elapsed time.
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