Optimisation of steel fibre reinforced concretes by means of statistical response surface method
Abstract
The objective of this research is to optimise the fracture parameters of steel fibre reinforced concretes to obtain a more ductile behaviour than that of plain concrete. The effects of the aspect ratio (L/d) and volume fraction of steel fibre (Vf) on fracture properties of concrete in bending were investigated by measuring the fracture energy (GF) and characteristic length (lch). For optimisation, three-level full factorial experimental design...
Paper Details
Title
Optimisation of steel fibre reinforced concretes by means of statistical response surface method
Published Date
Aug 1, 2004
Volume
26
Issue
6
Pages
665 - 675
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