工學院: 土木工程學研究所指導教授: 廖文正曹梅花Vianthi, AgieAgieVianthi2017-03-132018-07-092017-03-132018-07-092015http://ntur.lib.ntu.edu.tw//handle/246246/278107In recent years, it is well known that adding steel fiber to concrete significantly increases the ultimate shear strength and ductility of concrete. The test for concrete panels subjected to pure in-plane shear loading is deemed necessary to better understand the shear behavior of fiber reinforced concrete (FRC) members. This research aims to investigate and analyze the shear behavior of FRC panels and propose modified MCFT theory for FRC. Six panel specimens with two levels of concrete compressive strengths (normal strength and high strength) are analyzed in this study. It is found that conventional MCFT procedure is not giving a good prediction to FRC. By adjusting the tensile response of crack FRC members, shear behaviors of FRC panel can be well described.7931903 bytesapplication/pdf論文公開時間: 2016/8/20論文使用權限: 同意有償授權(權利金給回饋學校)steel fiber reinforced concretepanel testhook fibershear capacityshear behaviorthesishttp://ntur.lib.ntu.edu.tw/bitstream/246246/278107/1/ntu-104-R02521255-1.pdf