2013
DOI: 10.1016/j.engfracmech.2013.04.018
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Fracture energy-based optimisation of steel fibre reinforced concretes

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Cited by 93 publications
(31 citation statements)
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“…In fact, the tests on samples with a fibre content of 40 kg/m 3 reveal even lower energy dissipation than the ones with 30 kg/m 3 . This is in contradiction to the generally known information that energy dissipation at cracked state increases with a growing fibre content in the matrix, [2][3][4][5][6][7][8][9][10]. Similarly, a higher fibre content (40 kg/m 3 ) for both random and deliberate orientations generates lower fracture energies compared to a lower fibre content (30 kg/m 3 ).…”
Section: Discussioncontrasting
confidence: 68%
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“…In fact, the tests on samples with a fibre content of 40 kg/m 3 reveal even lower energy dissipation than the ones with 30 kg/m 3 . This is in contradiction to the generally known information that energy dissipation at cracked state increases with a growing fibre content in the matrix, [2][3][4][5][6][7][8][9][10]. Similarly, a higher fibre content (40 kg/m 3 ) for both random and deliberate orientations generates lower fracture energies compared to a lower fibre content (30 kg/m 3 ).…”
Section: Discussioncontrasting
confidence: 68%
“…The parameters with the strongest influence on the improved tensile capacity compared to plain cement or concrete are the fibre mass or volume content (usually expressed in [kg/m 3 ] or [%], respectively), fibre aspect ratio (length-to-diameter-ratio), bond efficiency of the embedded fibre(s), and the fibre orientation with respect to the direction of the applied stress. A higher fibre content and higher aspect ratio generally lead to a higher post cracking strength [2][3][4][5][6][7][8][9][10][11]. On the other hand, the bond characteristics of the embedded fibres are determined by the fibre geometry and surface adhesion [12,13].…”
Section: Introductionmentioning
confidence: 99%
“…The proportions of the mixture, the concrete strength and fiber strength are the decisive properties that define the performance of FRC (also stated in [18]). The mixes used in the experiments were optimized to provide the best performance for the force-deflection diagrams.…”
Section: Description Of the Experimentsmentioning
confidence: 99%
“…The effect of w/c (the water/cement ratio) and the strength of the fibers on the fracture energy value was studied in [18]. The fracture properties were tested in accordance with [10].…”
Section: State-of-the-art In the Field Of Fracture Energy Of Frcmentioning
confidence: 99%
“…However, it can affect the flexural strength of SFRC more. There is some evidence to suggest that different steel fibres have different behaviour considering w/c ratio and so optimising the w/c ratio for designing a particular SFRC mix is critical [12].…”
mentioning
confidence: 99%