Prediction of steel fibre reinforced concrete under flexure from an inferred fibre pull-out response

摘要

Steel fibre-reinforced concrete (SFRC) is being used in a variety of structural applications, yet there is still considerable debate how to express and evaluate flexural toughness for design purposes. This is holding back the material's development as a permanent structural material. Existing beam and slab test methods have problems with variability or their application in structural design. Furthermore, existing models of SFRC flexural behaviour do not fully capture what happens at the cracked section in terms of the fibre-matrix interactions. Typical of these approaches is the modelling of the tension zone from single fibre pull-out tests, which is problematic in measurement of the load-displacement relationship, the interaction of groups of fibres and the extensive testing required to cover all permutations of fibre geometry. An alternative approach is proposed where the average pull-out response of the fibres bridging the cracked zone is inferred from flexural beam tests. The characteristic load versus crack-mouth opening displacement behaviour for a particular fibre concrete then forms part of the stress and strain/displacement profile in a flexural analysis to predict moment capacity in a design calculation. The model is explained together with its validation by comparing the predicted load-displacement response for a range of fibre volumes in sprayed and cast SFRC. It is concluded that the analysis of beam load/deflection curves to infer the fibre pull-out response is a viable approach. It offers a promising solution to the need for a flexural design model combined with a practical method of characterizing the tensile contribution of steel fibres.%Le béton en acier de fibre-reinfornced (SFRC) est employé dans une variété d'applications structurales, pourtant il reste discussion considérable comment exprimer et évaluer la dureté flexural pour la conception. Ceci tient en arrière le développement du matériel comme matériel structural permanent. Les méthodes existantes d'essai de faisceau et de galette ont des problèmes avec la variabilité ou leur application dans la conception structurale. En outre, les méthodes existantes de comportement flexural de SFRC ne capturent pas entièrement ce qui se produit à la section criquée en termes d'interactions défibre-matrice. Typique de ces approches est modeler de la zone de tension des essais simples de dégagement de fibre, ce qui est problématique dans la mesure du rapport de charge-déplacement, l'interaction des groupes de fibres, et l'essai étendu requis pour couvrir toutes les permutations de la géométrie défibre.