| 砂浆渗浇钢纤维砼轴拉应力－应变全曲线的试验研究 |
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| 引用本文： | 曲福进,赵国藩,黄承逵.砂浆渗浇钢纤维砼轴拉应力－应变全曲线的试验研究[J].大连理工大学学报,1996(6). |
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| 作者姓名： | 曲福进 赵国藩 黄承逵 |
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| 作者单位： | 大连理工大学土木工程系 |
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| 摘 要： | 进行了１２根砂浆渗浇钢纤维砼（Ｓｌｕｒｒｙ－ＩｎｆｉｌｔｒａｔｅｄＦｉｂｅｒＣｏｎｃｒｅｔｅＳＩＦＣＯＮ）试件和３个不含钢纤维的对比试件的单调轴向拉伸应力－应变全曲线的试验．证明了国产钢纤维所配制的ＳＩＦＣＯＮ具有很高的抗拉性能．根据实验结果推导了应力－应变各项参数的经验公式和应力－应变全曲线的表达式，可供工程应用参考
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| 关 键 词： | 钢纤维 混凝土 拉伸 应力－应变关系／砂浆渗浇 |
Experimental study of stress strain curve of SIFCON in tension |
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| Qu Fujin,Zhao Guofan,Huang Chengkui.Experimental study of stress strain curve of SIFCON in tension[J].Journal of Dalian University of Technology,1996(6). |
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| Authors: | Qu Fujin Zhao Guofan Huang Chengkui |
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| Abstract: | specimens of SIFCON and 3 specimens of concrete without steel fiber for compression have been tested under monotonous axial tension and the stress strain curves of the specimens have been plotted. Test results show that: the SIFCON with home made steel fiber possesses high tensile performance. Some experimental factors for stress and strain and equations of the tensile stress strain curves of SIFCON are given, which can be used for references in construction. |
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| Keywords: | steel fiber concrete tension stress strain relationship/slurry infiltration |
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