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http://dx.doi.org/10.14346/JKOSOS.2012.27.2.049

A Study on the Flexural Behavior of Concrete Using Non-burnt Cement  

Yoo, S.W. (Department of Civil and Environmental Engineering, Woosuk University)
Nam, E.Y. (Korea Conformity Laboratories)
Lee, S.J. (Department of Civil and Environmental Engineering, Woosuk University)
Hwang, S.B. (Department of Civil and Environmental Engineering, Woosuk University)
Soh, Y.S. (Department of Architecture and Urban Engineering, Jeonbuk University)
Kim, J.S. (Korea Conformity Laboratories)
Publication Information
Journal of the Korean Society of Safety / v.27, no.2, 2012 , pp. 49-56 More about this Journal
Abstract
If cement can be manufactured with industrial byproducts such as granulated blast furnace slag, phosphogypsum, and waste lime instead of clinker, there would be many advantages, including maximum use of these industrial byproducts for high value-added resources, conservation of natural resources and energy by omitting the use of clinker, minimized environmental pollution problems caused by CO2 discharge, and reduction of the production cost. By this reason, in this study, mechanical behavior tests of non-burnt cement concrete were performed, and elasticity modulus and stress-strain relationship of non-burnt cement concrete were proposed. 6 test members were manufactured and tested according to reinforcement ratio and concrete compressive strength. By the test results, there was no difference between ordinary concrete and non-burnt cement concrete of flexural behavior. In order to verify the proposed non-burnt cement concrete model, nonlinear analytical model was derived by using strain compatibility method. By the results of comparison between test results, ordinary concrete model and proposed model, The proposed model well predicted the flexural behavior of non-burnt cement concrete.
Keywords
non-burnt cement; elasticity modulus; flexural behavior; stress-strain relationship;
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1 문경주, "산업폐기물을 이용한 비소성 시멘트 콘크리트의 특성", 전북대학교 박사학위논문, 2004.
2 American Concrete Institute, Design Considerations for Steel Fiber Reinforced Concrete, 1998.
3 Fedaral Highway Administration (2006), Material Property Characterization of Ultra-High Performance Concrete, pp. 23-49.
4 양인환 외 3인(2009), "강섬유로 보강된 초고성능 콘크리트의 휨 거동에 대한 실험 연구", 한국콘크리트학회 논문집, Vol. 21, No. 6, pp.737-744.
5 한국콘크리트학회, "콘크리트 구조설계기준 해설", 기문당, pp.123, 2008.
6 장일영 외 2인(1996), "국내의 실험자료를 이용한 고강도 및 초고강도 콘크리트의 탄성계수식 제안", 한국콘크리트학회 논문집, Vol. 8, No. 6, pp. 213-222.
7 장일영 외 2인(1997), " 고강도 및 초고강도 콘크리트의 응력-변형 모델비교평가연구", 한국콘크리트학회 논문집, Vol. 9, No. 4, pp.177-186.
8 S.W. Shin, S.K. Ghosh, and J. Moreno, (1989), "Flexural Ductility of Ultra High Strength concrete Members", ACI Structural Journal, Vol. 86, No. 4, pp. 394-400.