A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A bibliography on the analytical model of the mechanical behaviour in uniaxial tension of fibre concrete: Application to concrete reinforced with fibres and powders from recycling of thermoset composite materials
HighlightsLocal bending of fibres at an angle β increases the stability of fibres to pullout.The tensile strength of FRCs is obtained with a fibre orientation from 42° to 55°.The best post-peak response would be obtained with an orientation of 42–55°.
AbstractThis article presents a qualitative and quantitative observation of composite rupture under uniaxial tension and analytical modelling of behaviour under uniaxial tension. The chapter begins with a bibliographic review of the numerical and analytical models in the literature. Then follows an analysis of rupture processes during tension testing in order to define an analytical model for softening (or post peak) behaviour of Fibre and Powder Reinforced Concrete (FPRC).Modelling is at meso-level, taking into account fibre-matrix interactions and their number and orientation through crack(s) as basic parameters. The modelling is applied to 11.54% fibre and powder reinforced concretes. Powders are considered as short fibres 400μm long.
A bibliography on the analytical model of the mechanical behaviour in uniaxial tension of fibre concrete: Application to concrete reinforced with fibres and powders from recycling of thermoset composite materials
HighlightsLocal bending of fibres at an angle β increases the stability of fibres to pullout.The tensile strength of FRCs is obtained with a fibre orientation from 42° to 55°.The best post-peak response would be obtained with an orientation of 42–55°.
AbstractThis article presents a qualitative and quantitative observation of composite rupture under uniaxial tension and analytical modelling of behaviour under uniaxial tension. The chapter begins with a bibliographic review of the numerical and analytical models in the literature. Then follows an analysis of rupture processes during tension testing in order to define an analytical model for softening (or post peak) behaviour of Fibre and Powder Reinforced Concrete (FPRC).Modelling is at meso-level, taking into account fibre-matrix interactions and their number and orientation through crack(s) as basic parameters. The modelling is applied to 11.54% fibre and powder reinforced concretes. Powders are considered as short fibres 400μm long.
A bibliography on the analytical model of the mechanical behaviour in uniaxial tension of fibre concrete: Application to concrete reinforced with fibres and powders from recycling of thermoset composite materials
Benzerzour, Mahfoud (author) / Sebaibi, Nassim (author) / Maherzi, Walid (author) / Abriak, Nor Edine (author) / Sebaibi, Yahya (author)
Construction and Building Materials ; 131 ; 214-228
2016-11-12
15 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 2012