摘要
通过试验和理论分析，研究了截面高度变化对钢筋钢纤维混凝土无腹筋梁抗剪性能的影响规律，提出了钢筋钢纤维混凝土无腹筋梁斜截面承载力的“尺寸效应”
In this paper, the effects of sectional depth on the shear behaviors of steel fiber reinforced concrete beams without web reinforcement are studied by experimental and theoritical analysis,and the formula of calculting the size effect of shear resistance of steel fiber reinforced concrete beams without web reinforcement is proposed.
出处
《华北水利水电学院学报》
1997年第2期6-12,共7页
North China Institute of Water Conservancy and Hydroelectric Power
基金
国家自然科学基金
关键词
钢纤维
钢筋混凝土
无腹筋梁
抗剪性能
尺寸效应
Steel fiber Reinforced concrete Beam without web reinforcement Shear resistance Size effect
