000			02654nam a2200277 a 4500
001			vtls000052179
003			KUKTEM
005			20251114204352.0
008			110322t2010 my a f m 000 0 eng d
020			_aTHE0002627(Local)
039		9	_a201905280956 _bshamsul _c201110041237 _dFida _c201107132042 _dVLOAD _y201103221135 _zFida
040			_aUMP
090			_aTA441 .I99 2010 rs Bc.
100	0		_aAhmad Izzudin Ismail
245	1	0	_aStudy of shear for steel fibre reinforced concrete (SFRC) with ratio 0.15%, 0.25%, 0.35%, 0.45% and 0.55% / _cAhmad Izzudin Ismail
246	3		_aStudy of shear for steel fibre reinforced concrete (SFRC) with ratio 0.15%, 0.25%, 0.35%, 0.45% and 0.55% _h[computer file]
260			_aKuantan, Pahang : _bUMP, _c2010
300			_axii, 62 p. : _bill. (some col.) ; _c30 cm. + _e1 computer disc
502			_aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang -- 2010
504			_aBibliography: p. 53-54
520	3		_aSteel Fibre Reinforced Concrete can be manufactured by adding steel fibre to a concrete mix design. Steel fibres were adding to the concrete in order to get more strength. The concrete grade of 30 N/mm² was used during the preparation of the concrete mixture for the usage of normal concrete as the control sample and sample with 0.15%, 0.25%, 0.35%, 0.45% and 0.55% of steel fibre in terms of volume. Compression test and flexural test was implemented which was accordance to the ASTM C-39 and ASTM C-78 respectively. Compression test were tested to cube and flexural test were tested to beam sample. The graphs were used to present the result. Shear strength became increased due to the percentages of the steel fibre. If the percentages of steel fibres were high, the shear strength was also high. The highest value of shear strength, 14.47kN is for 0.55 % which is the highest value of steel fibre reinforcement in this study. With mix of concrete design with percentage of steel fibre reinforcement in term of volume, optimum compressive strength for 7 days of curing at 20.07 N/mm² can be achieved at 0.55% of steel fibre reinforcement. Meanwhile, optimum compressive strength for 28 days of curing at 29.31 N/mm² can be achieved at 0.15% of steel fibre reinforcement. From this study, the usage of steel fiber in concrete will increase the shear strength of the concrete. That’s mean, steel fibre can be use for reduce shear reinforcement in concrete.
650		0	_aConcrete _xMixing
650		0	_aReinforced concrete
650		0	_aConcrete _xAdditives
999			_aVIRTUA40 _c821 _d827
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2460*2600*3000*5020*5040*5200*6500*6501*6502*9992