An improved test method and numerical analysis for crack opening resistance of FRC round determinate panels |
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Authors: | Qian Gu Hanfeng Xu Sidney Mindess |
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Institution: | (1) School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, 430070, Hubei, China;(2) Department of Civil Engineering, University of British Columbia, Vancouver, B.C., V6T 1Z4, Canada |
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Abstract: | This paper presents a numerical analysis of a material test program investigating the crack opening properties of fibre reinforced
concrete (FRC) round determinate panels (RDP). The objective of this research is to set up a modified RDP test method to improve
the current ASTM C1550 test method for FRC and fibre reinforced shotcrete (FRS) composite. By this test method, a kind of
light small-diameter panels are applied and more crack information can be obtained by a new rotation angle measuring technique.
It is shown that this modified test method can be used to effectively evaluate the crack opening resistance of FRC. The finite
element analysis was then performed to clarify the crack propagations and failure mode of FRC RDP panels. It helps establish
a reasonable theoretical method to predict the structural response of RDP, combining with this modified testing technique.
Foundation item: Supported by the National Natural Science Foundation of China (50708084) and Wuhan Chenguang Science and Technology Project
for Young Experts (20035002016-30) |
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Keywords: | fibre reinforced concrete test method round determinate panel finite element analysis crack opening |
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