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Group number 1 is the control group in which the beams were cast using ordinary formwork.
The beams were cast using concrete strength of 55 60 MPa representing the low class of high strength concrete (HSC) that is commonly used in HSC applications in the local construction industry.
The remaining 6 beams were cast using FRC containing a volume fraction of 1%, 2% and 3% PVA and basalt fibres, respectively.
Similar(57)
Twelve beam specimens were cast using either SCC or VC mixes.
The beam specimens were cast using 400 L capacity concrete mixer in the Structures laboratory of Ryerson University.
The samples were cast using unpropped construction.
They were cast using hard orthodontic stone.
All beams were cast by using the flowed mix from one end of the mould to the other end until the mould was full.
Twelve full-scale reinforced concrete beams were cast and tested using a four-point load test setup.
The beams were cast in a horizontal position using plywood molds.
Beams were cast in disposable plywood molds.
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