Tensile behaviour of UHPC (III). Into FRC tensile response
Wednesday, 28 March 2018
by Juan Ángel López
In the third post of “Tensile behaviour of UHPC” we start talking about UHPC..., finally :) Don't miss the two previous posts dealing with tensile properties of plain concrete and some important properties of it, such as scale-effect and brittleness. In this post we talk about (i) the reason underlying the use of fibres in concrete; (ii) the mechanical response of fibre-reinforced concretes and how it differs from plain concrete; and (iii) we show a typical constitutive behaviour of UHPC. Enjoy it !!
- Published in Learning UHPC
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