| 钢筋钢纤维混凝土轴拉构件裂缝宽度计算方法 |
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| 引用本文： | 黄承逵,赵国藩,吕克顺,邢顺锜,王五俊,王晓明. 钢筋钢纤维混凝土轴拉构件裂缝宽度计算方法[J]. 建筑结构学报, 1997, 18(3): 2 |
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| 作者姓名： | 黄承逵 赵国藩 吕克顺 邢顺锜 王五俊 王晓明 |
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| 作者单位： | 大连理工大学!大连，116024,大连理工大学!大连，116024,大连理工大学!大连，116024,太原煤矿设计研究院,太原煤矿设计研究院,太原煤矿设计研究院 |
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| 摘 要： | 根据38根钢筋钢纤维混凝土轴拉构件的试验结果，分析了影响构件裂缝开展的因素，提出了钢筋钢纤维混凝土轴拉构件的裂缝宽度计算模式。并用试验资料对公式中的参数进行回归分析，得出了钢筋钢纤维混凝土轴拉构件裂缝宽度的计算方法，该方法可供筒仓结构设计参考。
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| 关 键 词： | 钢筋钢纤维混凝土 裂缝宽度 轴拉构件 |
| 收稿时间： | 1997-06-05 |
| 修稿时间： | 1997-06-05 |
Method for Calculating Crack Width of Steel Fiber Reinforced Concrete Members under Axial Tension |
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| Huang Chengkui,Zhao Guofan,Liu KeshunXing Shunqi,Wang Wu jun,Wang Xiaoming. Method for Calculating Crack Width of Steel Fiber Reinforced Concrete Members under Axial Tension[J]. Journal of Building Structures, 1997, 18(3): 2 |
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| Authors: | Huang Chengkui Zhao Guofan Liu KeshunXing Shunqi Wang Wu jun Wang Xiaoming |
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| Affiliation: | Huang Chengkui; Zhao Guofan; Liu Keshun(Dalian University of Technology)Xing Shunqi; Wang Wu jun; Wang Xiaoming(Taiyuan Design and Research Institute of Coal Mine) |
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| Abstract: | Based on the axial tension test results of 38 concrete members reinforced with steel bars andfibers, the factors affecting the crack width of the members have been analyzed and the formulasfor calculating the crack width have been proposed- The parameters of the formulas are obtainedby means of regression analysis of the test data. The proposed formulas may be used as references -in the design of cylindrical storage structures. |
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| Keywords: | steel fiber reinforced concrete axial tension member crack width |
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