摘要
本文采用直径为0.2mm左右,长度在8mm左右的剪切型超短超细钢纤维对普通混凝土增强增韧,通过试验研究剪切型超短超细钢纤维增强混凝土的增强和增韧效果,并通过试验研究其和普通钢纤维混凝土性能的差别。
This paper applies the shear ultrashort superfine steel fibers with diameter of 0.2mm and length of 8mm to reinforce and toughen the ordinary concrete,and studies its reinforced and toughened effects through the experimental study and the difference with ordinary steel fiber concrete by experimental study.
出处
《价值工程》
2013年第1期66-68,共3页
Value Engineering
关键词
剪切型超细钢纤维增强混凝土
力学性能
极限掺入量
弹性模量
shear superfine steel fiber reinforced concrete
mechanical properties
ultimate incorporation
elastic modulus
