[1]高丹盈,黄承逵.钢纤维混凝土抗拉性能的试验研究[J].郑州大学学报(工学版),1991,12(02):23-28+36.
　Gao Danying,Huang Chengyi,Test research on steel fiber concrete anti -tensile performance[J].Journal of Zhengzhou University (Engineering Science),1991,12(02):23-28+36.
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钢纤维混凝土抗拉性能的试验研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
12卷
期数:
1991年02期
页码:
23-28+36
栏目:
出版日期:
1991-06-28

文章信息/Info

Title:
Test research on steel fiber concrete anti -tensile performance
作者:
高丹盈;黄承逵;
郑州工学院水利系,大连理工大学,
Author(s):
Gao Danying; Huang Chengyi;
Department of Water Conservancy, Zhengzhou Institute of Technology, Dalian University of Technology,
关键词:
钢纤维混凝土; 抗拉强度; 试验
Keywords:
Steel fiber concrete;  tensile strength;  trial
文献标志码:
A
摘要:
本文首先讨论了影响劈拉试验的因素和劈拉试验对钢纤维混凝土的适用性,在此基础上,通过试验研究和理论分析,研究钢纤维混凝土抗拉性能与纤维体积率、长径比的关系,给出钢纤维混凝土抗拉强度的计算公式。
Abstract:
This article first discusses the factors that affect the split test and the applicability of steel fiber concrete. Based on this, through experimental research and theoretical analysis, the relationship between steel fiber concrete tensile performance and fiber volume ratio and long diameter ratio is given, and the calculation formula for steel fiber concrete tensile strength is given.

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更新日期/Last Update: 1900-01-01