EVALUATION OF FLEXURAL CAPACITY AND DUCTILITY ON HIGH-STRENGTH CONCRETE BEAMS REINFORCED WITH FRP REBAR AND STEEL FIBER
C60 class of concrete is produced with addition of hooked-end steel fibres at dosages of 0kg/m3, 39kg/m3, 78kg/m3, 117kg/m3, and its compressive strength and split tensile strength are measured. The flexural behaviour of high-strength concrete beams containing basalt fibre reinforced polymer (BFRP)...
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| Format: | Article |
| Language: | ces |
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Czech Technical University, Prague
2018-10-01
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| Series: | Civil Engineering Journal |
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| Online Access: | http://civilengineeringjournal.cz/archive/issues/2018/2018_3/3-2018-0030-(380-393)-Final.pdf |