| 钢筋钢纤维增强部分混凝土梁斜截面抗裂计算方法 |
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| 引用本文： | 高丹盈,赵军,朱海堂,张启明.钢筋钢纤维增强部分混凝土梁斜截面抗裂计算方法[J].水力发电学报,2002(2):24-30. |
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| 作者姓名： | 高丹盈 赵军 朱海堂 张启明 |
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| 作者单位： | 郑州大学,郑州,450002 |
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| 摘 要： | 通过钢筋钢纤维增强部分混凝土梁的试验研究 ,建立了反映钢纤维混凝土层厚影响的斜截面抗裂剪力的计算模型 ,提出了与普通钢筋混凝土梁和钢筋钢纤维混凝土梁相衔接的斜截面抗裂剪力的计算公式
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| 关 键 词： | 钢纤维混凝土层厚 体积率 斜截面抗裂度 |
| 修稿时间： | 2001年8月21日 |
The calculating method of diagonal sectional crack-resistant capacity of steel fiber reinforced partial concrete beams with reinforcement |
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| Gao Danying\ Zhao Jun\ Zhu Haitang\ Zhang Qiming.The calculating method of diagonal sectional crack-resistant capacity of steel fiber reinforced partial concrete beams with reinforcement[J].Journal of Hydroelectric Engineering,2002(2):24-30. |
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| Authors: | Gao Danying\ Zhao Jun\ Zhu Haitang\ Zhang Qiming |
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| Abstract: | By means of the experiment research of steel fiber reinforced partial concrete beams with reinforcement, the calculating model of the diagonal section crack resistant capacity is established, in which the effect of the thickness of steel fiber reinforced concrete layer is concerned. The unified calculating method is put forward, which is connected with that of normal reinforced concrete beams and steel fiber reinforced whole concrete beams with reinforcement. |
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| Keywords: | thickness of steel fiber reinforced concrete layer volume fraction diagonal crack resistant capacity |
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