期刊文献+

三维乱向分布钢纤维方向效能系数的理论值 被引量:5

Theorectial Value of Randomly Distributed Steel Fibers′ Direction Coefficient of Three Dimensions
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摘要 乱向分布纤维增强效果不如顺向排列纤维。常用方向效能系数将乱向纤维向顺向纤维进行折算。对于二维分布的纤维,其方向效能系数为0.637已被人们所认可。对于三维乱向分布的纤维,方向效能系数常用值为0.405和0.5,这两个值目前均普遍采用。纤维方向效能系数应仅与分布状态有关,不应随着推导过程的不同而有所不同。通过对上述两参数推导过程的审查,认为0.5为三维乱向分布纤维的方向效能系数的理论值,而0.405则为误导的结果。 Reinforced effect of randomly distributed steel fibers is not as good as regularly distributed ones Randomly distributed fibers are usually calculated by direction coefficient As for steel fiber of two dimensions, people knew that its direction coefficient is 0 637,To randomly distributed steel fiber of three dimensions, its direction coefficient is often 0 405 and 0 5 The two values are widely used at present Fiber direction coefficient only has something to do with distribution state, nothing with calculating process Their calculating process of the two parameters were checked in this paper and the theoretical value of randomly distributed fibers′ direction coefficient of three dimensions is defined as 0 5, but 0 405 is a mistaken result
出处 《哈尔滨建筑大学学报》 1998年第1期81-84,共4页 Journal of Harbin University of Civil Engineering and Architecture
关键词 钢纤维 效能系数 乱向分布 钢纤维混凝土 steel fiber direction coefficient random distribution
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参考文献2

  • 1李秋义,博士学位论文,1995年
  • 2樊承谋,钢纤维混凝土应用技术,1986年

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