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3D meso-scale modelling of tensile and compressive fracture behaviour of steel fibre reinforced concrete

Naderi, Sadjad; Zhang, Mingzhong; (2022) 3D meso-scale modelling of tensile and compressive fracture behaviour of steel fibre reinforced concrete. Composite Structures , 291 , Article 115690. 10.1016/j.compstruct.2022.115690. Green open access

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Abstract

This paper presents a novel meso-scale modelling framework to investigate the fracture process in steel fibre reinforced concrete (SFRC) under uniaxial tension and compression considering its 3D mesostructural characteristics, including different types of fibres, realistic shaped aggregates, mortar, interfacial transition zone and voids. Based on a hybrid damage model consisting of cohesive element method and damage plasticity method, a cost-effective finite element approach was proposed to simulate the fracture behaviour of SFRC in terms of stress-strain response, energy dissipation and crack morphology. The results indicated that under given conditions, the straight and hooked-end fibres improved the compressive damage tolerances of concrete over 11.5% while the spiral fibres had a negligible effect of 2.6%. The tensile macro-damage level index introduced was reduced over 15% by all fibres. Compared to straight fibres, the higher anchoring capacity of spiral fibres reduced the reinforcement performance while hooked-end fibres did not exhibit a significant influence.

Type: Article
Title: 3D meso-scale modelling of tensile and compressive fracture behaviour of steel fibre reinforced concrete
Open access status: An open access version is available from UCL Discovery
DOI: 10.1016/j.compstruct.2022.115690
Publisher version: https://doi.org/10.1016/j.compstruct.2022.115690
Language: English
Additional information: Copyright © 2022 The Authors. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
Keywords: Mesostructure, Irregular shape aggregates, Fracture process, Damage evolution, Finite element analysis
UCL classification: UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng
UCL > Provost and Vice Provost Offices > UCL BEAMS
UCL
URI: https://discovery.ucl.ac.uk/id/eprint/10147653
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