Cracking Behaviour of Steel Fibre Reinforced Concrete Containing Conventional Steel Reinforcement
It is well known that crack spacings and widths can be reduced with the addition of steel fibres to a concrete mix. However, test data for the tensile behaviour of steel fibre reinforced concrete members containing conventional steel reinforcement (R/FRC members) are scarce relative to those of rein...
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| Language: | en_ca |
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2011
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| Online Access: | http://hdl.handle.net/1807/29523 |