Suggestion of the Prediction Model for Material Properties and Creep of 60~80MPa Grade High Strength Concrete |
Moon, Hyung-Jae
(Architecturural Technology Design Team, Lotte E& C)
Koo, Kyung-Mo (R& D Center, Asia Cement Co., LTD.) Kim, Hong-Seop (Department of Architecture, The University of Tyoko) Seok, Won-Kyun (R& D Center, Lotte E& C) Lee, Byeong-Goo (Architecturural Technology Design Team, Lotte E& C) Kim, Gyu-Yong (Department of Architectural Engineering, Chungnam University) |
1 | Oh BH, Lee MG, Yoo SW, Baik SH. A study on the strength and drying shrinkage crack control characteristics of polypropylene fiber reinforced concrete. Korea Concrete institute. 1996 Dec;8(6):151-61. |
2 | Kim WS, Cho HW, Oh JK, Yom KS. Measured and predicted column shortening of a tall reinforced concrete building. Journal of the Korea Concrete institute. 1999 Jun;11(3):161-70. DOI |
3 | Kim SW, Koh KT, Song YC, Park HS. Estimation method of drying shrinkage and creep in concrete structures. Journal of the Korea Concrete institute. 2005 Jul;17(4):25-33. |
4 | Bazant ZP, Baweja S. Justification and refinements of model B3 for concrete creep and shrinkage 1. Statistics and sensitivity. Materials and structures. 1995;28(7):415-30. DOI |
5 | Moon JH. Evaluation of creep models with the consideration of concrete's strength level. Journal of The Korea Institute for Structural Maintenance and Inspection. 2010 Jul;14(4):154-9. DOI |
6 | Persson B. Correlating laboratory and field tests of creep in high-performance concrete. Cement and concrete Research. 2001;31(3):389-95. DOI |
7 | Jonasson JE, Persson B. The Consortium for Research of HPC Structures. Creep design handbook. LuleaE Technical University; 1998. 7-17 p. Sweden. |
8 | Persson B. Hydration and strength of high performance concrete. Advanced Cement Based Materials. 1996;3(3):107-23. DOI |
9 | Persson B. Self-desiccation and its importance in concrete technology. Materials and Structures. 1997 month;30(5): 293-305. DOI |