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聚丙烯纤维混凝土直接拉伸性能的试验研究

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Keywords: 聚丙烯纤维,轴拉伸,裂缝,纤维混凝土,应力变形全曲线,断裂能

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Abstract:

重点研究聚丙烯纤维增强混凝土在单轴直接拉伸荷载下的力学性能和纤维混凝土的单轴拉伸应力变形全曲线。提出单轴拉伸相对应力裂缝宽度曲线的理论方程式。由单轴拉伸全曲线得到了纤维混凝土的应力裂缝宽度曲线、断裂能及特征长度等。试验发现当纤维体积掺量为014%时,纤维混凝土的轴心抗拉强度比基准混凝土提高20%,极限拉伸应变提高49%,断裂能提高68%,临界断裂时的最大裂缝宽度增加55%。聚丙烯纤维具有良好的阻裂性能,增强了硬化混凝土的能量吸收能力。

References

[1]  ASTM.Standard Test Method for Splitting Strength of Cylindrical Concrete [S].ASTM C 496,American Socity of Testing and Maferials,Philadelphia,PA.
[2]  Valle Mariano.Behavior of Fiber Reinforced High-strength Concrete under Direct Shear [J].ACI Materials Journal,1993,90 (2):127-133.
[3]  Li,Qingbin,Deng zongcai.Effect of Aggregate Type on Mechanical Behaviors of Dam Concrete [J].ACI Materials Journal,in press.2004,101 (6):483-492.
[4]  Ansari,F.Stress-strain Response of Microcracked Concrete in Direct Tension [J].ACI Material J.,1987,84 (6):481-490.
[5]  ASTM.Standard Test Method for Flexural Strength of Concrete [S].ASTM C 78,American Society of Testing and Materials,Philadelphia,PA.
[6]  Wang Y J.Tensile Properties of Synthetic Fiber Reinforced Mortar [J].Cement and Concrete Composites,1990,12 (1):29-40.

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