| 高强钢筋砼复合梁受力性能的研究 |
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| 引用本文： | 周原,樊德润.高强钢筋砼复合梁受力性能的研究[J].东南大学学报(自然科学版),1994,24(3):65-69. |
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| 作者姓名： | 周原 樊德润 |
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| 作者单位： | 东南大学土木工程系，江苏省建筑设计院 |
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| 摘 要： | 试验中的６根砼复合梁，在有效影响区内采用钢纤维高强砼（ＳＦＨＲＣ），其余部分采用普通通砼浇制，通过对复合梁的全过程分析，探讨了平均裂缝间距，裂缝宽度和刚度的计算方法。
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| 关 键 词： | 复合梁 裂缝 钢筋混凝土 结构力学 |
The Behavior of SFHRC-RC Composite Beam |
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| Zhou Yuan,Qiu Hongxing,Jiang Yongsheng.The Behavior of SFHRC-RC Composite Beam[J].Journal of Southeast University(Natural Science Edition),1994,24(3):65-69. |
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| Authors: | Zhou Yuan Qiu Hongxing Jiang Yongsheng |
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| Abstract: | Six composite beams of steel fiber high strength reinforced concrete(SFHRC)placed in the effective influencing zone and common concrete in the rest are tested. The calculating methods of average crack distance,crack width and stiffness have been developod with the help of the analysis on complete process of compeite beams. |
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| Keywords: | steel fiber high strength concrete composite beam crack stiffness |
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