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超高性能钢纤维混凝土力学性能
引用本文:杨松霖,刁波.超高性能钢纤维混凝土力学性能[J].交通运输工程学报,2011(2):8-13.
作者姓名:杨松霖  刁波
作者单位:中国建筑设计研究院;北京航空航天大学交通科学与工程学院;
基金项目:国家自然科学基金项目(50978010)
摘    要:用端部弯折型、端部扁平型和波浪型3种钢纤维分别配制抗压强度大于100 MPa的超高性能纤维混凝土,纤维体积掺率分别为1.0%、2.0%、2.5%和3.0%.通过立方体抗压试验和梁抗弯试验,研究钢纤维形状和体积掺率对超高性能纤维混凝土流动性、抗压强度、抗弯强度、断裂能和弯曲韧度的影响.试验结果表明:纤维体积掺率为1.0%...

关 键 词:超高性能纤维混凝土  钢纤维  力学性能  抗压强度  抗弯强度  断裂能  弯曲韧度

Mechanical properties of ultra-high performance steel fiber reinforced concrete
YANG Song-lin,DIAO Bo.Mechanical properties of ultra-high performance steel fiber reinforced concrete[J].Journal of Traffic and Transportation Engineering,2011(2):8-13.
Authors:YANG Song-lin  DIAO Bo
Institution:YANG Song-lin1,DIAO Bo2(1.China Architecture Design and Research Group,Beijing 100044,China,2.School of Transportation Science and Engineering,Beihang University,Beijing 100191,China)
Abstract:Ultra-high performance fiber reinforced concretes(UHPFRC) with compressive strength over 100 MPa were confected by using steel fibers,such as kink end type,flat end type and wavy type.Doped fiber volume ratios were 1.0%,2.0%,2.5% and 3.0% respectively.The influences of steel fiber shapes and doped volume ratios on the fluidity,compressive strength,flexural strength,fracture energy and bending toughness of UHPFRC were researched through cube compressive tests and beam flexural tests.Experiment result shows t...
Keywords:ultra-high performance fiber reinforced concrete  steel fiber  mechanical performance  compressive strength  flexural strength  fracture energy  bending toughness  
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