A simple model to predict the effect of volume fraction, diameter, and length of fibres on strength of fibre reinforced brittle matrix composites

Citation
T. Kundu et al., A simple model to predict the effect of volume fraction, diameter, and length of fibres on strength of fibre reinforced brittle matrix composites, INT J NUM A, 24(7), 2000, pp. 655-673
Citations number
25
Categorie Soggetti
Geological Petroleum & Minig Engineering
Journal title
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
ISSN journal
03639061 → ACNP
Volume
24
Issue
7
Year of publication
2000
Pages
655 - 673
Database
ISI
SICI code
0363-9061(200006)24:7<655:ASMTPT>2.0.ZU;2-O
Abstract
A simplified model is presented to predict the strength variations of britt le matrix composites, reinforced by steel fibres, with the variations of fi bre parameters-length, diameter and volume fraction. This model predicts th at its tensile and flexural strength increase non-linearly with the fibre v olume fraction. It also predicts that similar non-linear behaviour should b e observed with the reduction of the fibre diameter when other parameters a re kept constant. The experimental results support both these theoretical p redictions. It is also explained why an increase in the fibre length does n ot always significantly increase the fracture toughness. The objective of t his paper is not to explain and understand in great detail the science of a ll phenomena responsible for the strength increase of fibre reinforced brit tle matrix composites, but to provide a simple engineering explanation as t o why its strength increases with the fibre addition, and how this increase can be quantitatively related to the variations in fibre parameters-fibre volume fraction, fibre length and diameter. These simplifying steps are nee ded to provide a tool that the practicing engineers can use to predict the brittle matrix strength variation with the fibre parameters. In the area of geomechanics, the results presented here can be used to assess and predict the behaviour of fibre-reinforced earth. Copyright (C) 2000 John Wiley & S ons, Ltd.