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  • Post-cracking tensile behaviour of steel-fibre-reinforced roller-compacted-concrete for FE modelling and design purposes. 

    Jafarifar, Naeimeh; Pilakoutas, Kypros; Angelakopoulos, Harris; Bennett, Terry (IETcc-CSIC https://doi.org/10.3989/mc.2017.06716, 2017-03-22)
    JAFARIFAR, N., PILAKOUTAS, K., ANGELAKOPOULOS, H. and BENNETT, T. 2017. Post-cracking tensile behaviour of steel-fibre-reinforced roller-compacted-concrete for FE modelling and design purposes. Materiales de construccion [online], 67(326), article ID e122. Available from: https://doi.org/10.3989/mc.2017.06716.
    Fracture of steel-fibre-reinforced-concrete occurs mostly in the form of a smeared crack band undergoing progressive microcracking. For FE modelling and design purposes, this crack band could be characterised by a stress-strain ...