Toughness and characterization of reactive powder concrete with ultra-high strength |
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Authors: | Yang Ju HongBin Liu Jian Chen YuDan Jia and PeiHuo Peng |
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Affiliation: | JU Yang1,2,3,LIU HongBin1,CHEN Jian4,JIA YuDan5 & PENG PeiHuo1 1 State Key Laboratory of Coal Resources , Safe Mining,China University of Mining & Technology,Beijing 100083,China,2 Department of Mechanical & Manufacturing Engineering,The University of Calgary,2500 University Drive NW Calgary AB T2N 1N4,Canada,3 The University of Illinois at Urbana-Champaign,1110 West Green Street Urbana IL 61801,USA,4 Building Design Division,China Nuclear Power Engineering Co.,Ltd,Beijing 100840,China... |
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Abstract: | A number of three-point bending and fracture tests of 200 MPa-level reactive powder concrete (RPC) with the various fiber
contents have been conducted to probe the nature and characteristics of toughness of RPC200. The contribution of the embedded
fibers to improving the crack-resistant capacity, energy absorption capacity and toughness with various deformation mechanisms
has been analyzed. Taking account of that the first-crack deformation, peak-load deformation and their improvement varied
with the fiber contents and that the deformation mechanism affected differently the performance at the first crack and the
peak load, we took the peak-load deformation of plain RPC200 as the reference deformation to measure the toughness of fibered
RPC200. Two toughness indices T
2(n−1)(n) and FT
2(n−1)(n) have been formulated based on P-δ responses and P-CMOD responses. The indices quantify the toughness of RPC200 with the various deformation mechanisms relative to perfectly
elastoplastic materials by setting the toughness level 2(n−1) as the initial reference. It is shown that the toughness index T
2(n−1)(n) reflects the function of fibers to improve the toughness of RPC with the deformation throughout specimens, but overestimates
the contribution to enhancing the toughness in post-peak periods. It underestimates, on other hands, the contribution to improving
the toughness in the period from the first crack to the peak load. In contrast, the toughness index FT
2(n−1)(n) properly presents the capability that fibers absorb energy and constrain crack propagation in the matrix when the deformation
is concentrated on the open crack. The proposed index unveils the contribution of fibers to toughening RPC200 both in the
period from the first-crack to the peak load and in the period of post peak. This characterization method not only reveals
the nature of toughness but also levels the toughness of RPC200. It could provide a way to establish an objective toughness
characterization for RPC200 and facilitate its applications.
Supported by the New Century Excellent Talents Program (Grant No. NCET-05-0215), the Natural Science and Engineering Research
Council of Canada (Grant No. PGS D2 2006), the Laboratory Innovation Plan of Beijing Science and Education Committee (Grant
No. JD102900671) and the National Basic Research Project of China (“973” Project) (Grant No. 2002CB412705) |
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Keywords: | reactive powder concrete toughness characterization index deformation mechanism flexure fracture |
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