| Title |
Properties and Prediction Model for Ultra High Performance Fiber Reinforced Concrete (UHPFRC): (I) Evaluation of Setting and Shrinkage Characteristics and Tensile Behavior |
| Authors |
류두열(Yoo, Doo-Yeol) ; 박정준(Park, Jung-Jun) ; 김성욱(Kim, Sung-Wook) ; 윤영수(Yoon, Young-Soo) |
| DOI |
https://doi.org/10.12652/Ksce.2012.32.5A.307 |
| Keywords |
초고성능 섬유보강 콘크리트;응결;수축;초기 재령 인장거동 ultra high performance fiber reinforced concrete;setting;shrinkage;time-zero;early age tensile behavior |
| Abstract |
Recently, ultra high performance fiber reinforced concrete (UHPFRC) having over 180 MPa compressive strength and 10 MPa tensile strength has been developed in Korea. However, UHPFRC represents different material properties with normal concrete (NC) and conventional high performance concrete (HPC) such as a high early age autogenous shrinkage and a rapid dry on the surface, because it has a low water-binder ratio and high fineness admixtures without coarse aggregate. In this study, therefore, to propose suitable experimental methods and regulations, and to evaluate mechanical properties at a very early age for UHPFRC, setting, shrinkage and tensile tests were performed. From the setting test results, paraffin oil was an appropriate material to prevent drying effect on the surface, because if paraffin oil is applied on the surface, it can efficiently prevent the drying effect and does not disturb or catalyze the hydration of cement. From the ring-test results, it was defined that the shrinkage stress is generated at the time when the graph tendency of temperature and strain of inner steel ring is changed. By comparing with setting test result, the shrinkage stress was firstly occurred as the penetration resistance of 1.5 MPa was obtained, and it was about 0.6 and 2.1 hour faster than those of initial and final sets. So, the starting time of autogenous shrinkage measurement (time-zero) of UHPFRC was determined when the penetration resistance of 1.5 MPa was obtained. Finally, the tensile strength and elastic modulus of UHPFRC were measured from near initial setting time by using a very early age tensile test apparatus, and the prediction models for tensile strength and elastic modulus were proposed. |