摘要
通过试验得到了不同基体混凝土强度、钢纤维体积分数和钢纤维类型的高强钢纤维混凝土弯曲荷载-挠度曲线,据此研究分析了基体混凝土强度、钢纤维体积分数和钢纤维类型等对高强钢纤维混凝土弯曲韧性指数和弯曲承载力变化系数的影响规律.该成果可作为纤维混凝土结构技术规程相应设计条款的科研依据.
The test curves of flexural toughness of steel fiber reinforced highstrength concrete were obtained. The effects of the base concrete strength, steel fiber volume fraction and steel fiber forms on the coefficients of flexural toughness and the variation factors of flexural resistance are analyzed. The test results could be used as a research basis for revising and enlarging the contents of the technical specification for fiber reinforced concrete structures.
出处
《建筑材料学报》
EI
CAS
CSCD
2003年第1期95-99,共5页
Journal of Building Materials
基金
教育部国家重点实验室访问学者基金(LP9902)
华北水利水电学院重点学科重点实验室基金(HBZ9804)
河南省教委科学研究计划资助项目(98560001).
关键词
高强钢纤维混凝土
弯曲韧性
弯曲承载力变化系数
钢纤维体积分散
钢纤维类型
steel fiber reinforced high-strength concrete
flexural toughness
variation factor of flex-ural resistance
volume fraction of steel fiber
steel fiber form
