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钢筋钢纤维混凝土梁斜裂缝宽度计算方法
引用本文:赵顺波,赵国藩. 钢筋钢纤维混凝土梁斜裂缝宽度计算方法[J]. 建筑结构, 1998, 0(7)
作者姓名:赵顺波  赵国藩
作者单位:华北水利水电学院 郑州450045(赵顺波),大连理工大学 116023(赵国藩)
摘    要:在分析钢筋钢纤维混凝土箍筋梁斜截面裂缝宽度开展规律试验研究基础上,建立了钢筋钢纤维混凝土梁斜裂缝宽度计算的理论模式.结合试验资料的统计分析,给出了实用计算公式.

关 键 词:钢筋  钢纤维  混凝土梁  斜截面  裂缝宽度

Calculation of Shear-crack Width of Steel Fiber Reinforced Concrete Beams
Zhao Shunbo Zhao Guofan. Calculation of Shear-crack Width of Steel Fiber Reinforced Concrete Beams[J]. Building Structure, 1998, 0(7)
Authors:Zhao Shunbo Zhao Guofan
Affiliation:Zhao Shunbo Zhao Guofan
Abstract:An experimental investigation was carried out to study the shear behavior of steel fiber reinforced concrete beams with rectangular section, the major parameters were the distance between stirrups and the volume ratio of steel fiber. Based on the analysis of the test results, the theoritical model and the practical formula for calculating the shear-crack width of steel fiber reinforced concrete beams are proposed.
Keywords:steel fiber reinforced concrete  beam  shear-crack width
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