Fast classification of fibres for concrete based on multivariate statistics

被引:13
|
作者
Zarzycki, Pawel K. [1 ]
Katzer, Jacek [2 ]
Domski, Jacek [3 ]
机构
[1] Koszalin Univ Technol, Fac Civil Engn Environm & Geodet Sci, Dept Environm Technol & Bioanalyt, Sniadeckich 2, Koszalin 75453, Poland
[2] Koszalin Univ Technol, Fac Civil Engn Environm & Geodet Sci, Dept Construct & Bldg Mat, Sniadeckich 2, Koszalin 75453, Poland
[3] Koszalin Univ Technol, Fac Civil Engn Environm & Geodet Sci, Dept Concrete Struct & Technol Concrete, Sniadeckich 2, Koszalin 75453, Poland
来源
COMPUTERS AND CONCRETE | 2017年 / 20卷 / 01期
关键词
steel fibres; concrete; reinforcement; univariate measurements; multivariate classification; principal component analysis; STEEL; BEHAVIOR; MODEL; IDENTIFICATION; REINFORCEMENT; BEAMS; PCA;
D O I
10.12989/cac.2017.20.1.023
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this study engineered steel fibres used as reinforcement for concrete were characterized by number of key mechanical and spatial parameters, which are easy to measure and quantify. Such commonly used parameters as length, diameter, fibre intrinsic efficiency ratio (FIER), hook geometry, tensile strength and ductility were considered. Effective classification of various fibres was demonstrated using simple multivariate computations involving principal component analysis (PCA). Contrary to univariate data mining approach, the proposed analysis can be efficiently adapted for fast, robust and direct classification of engineered steel fibres. The results have revealed that in case of particular spatial/geometrical conditions of steel fibres investigated the FIER parameter can be efficiently replaced by a simple aspect ratio. There is also a need of finding new parameters describing properties of steel fibre more precisely.
引用
收藏
页码:23 / 29
页数:7
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