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钢纤维混凝土无腹筋梁抗剪强度的回归分析
引用本文:赵玲,杨鼎宜.钢纤维混凝土无腹筋梁抗剪强度的回归分析[J].建筑科学与工程学报,2003,20(2):33-35.
作者姓名:赵玲  杨鼎宜
作者单位:扬州大学,水建学院,江苏,扬州,225009
摘    要:通过对大量试验结果的回归分析 ,总结了剪跨比、混凝土强度、钢纤维含量和纵筋配筋率对钢纤维混凝土无腹筋梁抗剪强度的影响 ,并指出这些因素在影响程度上的不同 .分析结果表明 ,剪跨比对钢纤维混凝土无腹筋梁抗剪强度的影响最大 .提出了预测钢纤维混凝土无腹筋梁抗剪强度的回归计算公式 .

关 键 词:钢纤维混凝土  无腹筋梁  抗剪强度
文章编号:1001-7569(2003)02-0033-03
修稿时间:2003年4月7日

The regression analysis of the shear behavior of steel fiber reinforced concrete beams without web reinforcement
ZHAO Ling,YANG Ding yi.The regression analysis of the shear behavior of steel fiber reinforced concrete beams without web reinforcement[J].Journal of Architecture and Civil Engineering,2003,20(2):33-35.
Authors:ZHAO Ling  YANG Ding yi
Abstract:According to the regression analysis for large amounts of experimental results,the influences of shear span to depth ratio,concrete strength,steel fiber content and longitudinal reinforcement ratio on the shear strength of steel fiber reinforced concrete beams without web reinforcement are concluded.The differences in the effect among these factors are presented.The analysis indicates that the shear span ratio exerts the most significant affection to the shear strength of steel fiber reinforced concrete beams without web reinforcement.A regression formula in suggested for predicting the ultimate shear strength of steel fiber erinforced concrete beams without web reinforcement.
Keywords:steel fiber reinforced concrete  beam without web reinforcement  shear strength
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