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活性粉末混凝土抗拉性能研究
引用本文:安明喆,杨志慧,余自若,翟延峰,高康.活性粉末混凝土抗拉性能研究[J].铁道学报,2010,32(1).
作者姓名:安明喆  杨志慧  余自若  翟延峰  高康
作者单位:北京交通大学,土木建筑工程学院,北京,100044
基金项目:国家高技术研究发展计划(863计划),国家自然科学基金 
摘    要:通过不同钢纤维含量活性粉末混凝土的拉伸性能试验,测定活性粉末混凝土的劈裂抗拉强度、轴心抗拉强度及轴心受拉应力-应变全曲线.研究钢纤维体积率对活性粉末混凝土劈裂抗拉强度、轴心抗拉强度的影响规律.研究表明,随着钢纤维掺量的增加,活性粉末混凝土的劈裂抗拉强度、轴心抗拉强度呈线性增大规律;给出活性粉末混凝土轴心抗拉强度和劈裂抗拉强度的关系;提出活性粉末混凝土轴心受拉应力-应变全曲线的数学模型,并根据试验结果确定模型参数.研究成果可为活性粉末混凝土在结构中的应用提供依据.

关 键 词:活性粉末混凝土  轴心抗拉强度  劈裂抗拉强度  应力-应变全曲线

Experimental Study on the Tensile Performance of Reactive Powder Concrete
AN Ming-zhe,YANG Zhi-hui,YU Zi-ruo,ZHAI Yan-feng,GAO Kang.Experimental Study on the Tensile Performance of Reactive Powder Concrete[J].Journal of the China railway Society,2010,32(1).
Authors:AN Ming-zhe  YANG Zhi-hui  YU Zi-ruo  ZHAI Yan-feng  GAO Kang
Institution:AN Ming-zhe,YANG Zhi-hui,YU Zi-ruo,ZHAI Yan-feng,GAO Kang(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China)
Abstract:The experimental study on the performance of reactive powder concrete(RPC) with different steel fiber ratios were developed.The splitting tensile strength,axial tensile strength and axial tensile stress-strain curve of RPC were measured.The effects of the steel fiber volumetric ratio on the splitting tensile strength and axial tensile strength were studied.The results indicate as follows: Both the splitting tensile strength and axial tensile strength of RPC increase with the increasing of the steel fiber vo...
Keywords:reactive powder concrete  axial tensile strength  splitting tensile strength  stress-strain curve
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