钢筋钢纤维混凝土无腹筋梁的剪切尺寸效应  

Size Effect of Steel Fiber Reinforced Concrete Without Web Reinforcement under Shear

作　　者：赵顺波[1] 赵国藩[1] 黄承逵[1] 

机构地区：[1]大连理工大学

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

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.

关 键 词：钢纤维 钢筋混凝土 无腹筋梁 抗剪性能 尺寸效应 

分 类 号：TU377.01[建筑科学—结构工程]