MECHANICAL BEHAVIOR OF 3D-BSFC

摘要：

This paper integrated 3D braiding technique with SFRC and developed 3-D braided steelfiber reinforced concrete (3D-BSFC). Uniaxial compressive test of the BSFC samplesrevealed that the mechanical performance of BSFC is much better than that of SFRC. ForBSFC, higher fiber content and smaller fiber diameter result in higher strength and toughness.Compressive strength of BSFC reached 3 times of the matrix strength. Failure of BSFCexhibited the characteristics of ductile failure mode.

作者: Haiyan MA Qin FANG Bin Jl Hongfa YU

作者单位: Institute of Engineering Corps,PLA University of Science and Technology,Nanjing,China;Department of Institute of Engineering Corps,PLA University of Science and Technology,Nanjing,China Department of Civil Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing,China

会议类型: 国际会议

会议名称: 1st International Conference on Microstructure Related Durability of Cementitious Composites(首届与水泥基复合材料耐久性相关的微观结构国际会议)

会议地点: 南京

会议语种:英文

页码: 1513-1518

在线出版日期: 2008-10-13（万方平台首次上网日期，不代表论文的发表时间）