| 高强钢筋高强混凝土梁裂缝宽度验算方法的研究 |
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| 引用本文： | 梁书亭,蒋永生.高强钢筋高强混凝土梁裂缝宽度验算方法的研究[J].南京建筑工程学院学报,1998(2):10-15. |
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| 作者姓名： | 梁书亭 蒋永生 |
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| 作者单位： | 东南大学土木工程学院，南京市市政设计研究院 |
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| 基金项目： | 江苏省应用基础研究项目 |
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| 摘 要： | 通过对高强钢筋高强混凝土梁的试验研究和理论分析，导出了其抗裂弯矩和裂缝宽度的计算公式，经检验计算结果与试验结果吻合较好。
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| 关 键 词： | 梁 高强混凝土 高强钢筋 抗裂度 裂缝宽度 |
Research for Calculation Method of Cracking Width of High Strength Concrete Beams |
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| Liang Shuting,Jiang Yongsheng,Jiang Ninghui.Research for Calculation Method of Cracking Width of High Strength Concrete Beams[J].Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science),1998(2):10-15. |
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| Authors: | Liang Shuting Jiang Yongsheng Jiang Ninghui |
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| Affiliation: | Liang Shuting 1) Jiang Yongsheng 1) Jiang Ninghui 2) |
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| Abstract: | Based on experimental research and method analysis for high strength concrete beams with high strength bars,calculation formulas of resistance cracking moment and cracking width of high strength concrete beams were put forward.All of the calculation formulas proposed are in good agreement with experimental results. |
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| Keywords: | beam high strength concrete high strength bar resistance cracking moment cracking width |
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