02604nam a2200265 a 4500 vtls000051943 KUKTEM 20251114204422.0 110314t2010 my a f m 000 0 eng d THE0002613(Local) 201905280947 shamsul 201204091106 Fida 201110041252 Fida 201107140038 VLOAD 201103141543 Fida UMP TA441 .A75 2010 rs Bc. Mohd Arif Mohd Rusli Study of shear for steel fibre reinforcement concrete beam with ratio 0.10%, 0.30%, 0.50%, 0.70% and 0.90% / Mohd Arif Mohd Rusli Kuantan, Pahang : UMP, 2010 xiv, 88 p. : ill. (some col.) ; 30 cm. + 1 CD-ROM Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2010 Bibliography : p. 79-80 Nowadays, civil structure still faces with the same problem of uncontrolled flexural strength that can make cracks occured on the beam surface and can reach to the reinforcement bar. How to come this problem is by adding some additive materials like steel fibres. Steel Fibre Reinforced Concrete (SFRC) can be produced by adding some amount of fibre in the concrete mix. The function of SRFC is to overcome the problem of the concrete that has the weakness about the strength. The SFRC will be function to improve or increase the strength of the concrete due to the increase of the loading. Steel Fibre Reinforced Concrete (SFRC) materials are very attractive for use in civil engineering applications due to their high strength-to-weight and stiffness-to-weight ratios, corrosion resistance, light weight and potentially high durability. For this study, the variable is the percentage of steel fibre. The percentage of steel fibre is 0.10%, 0.30%, 0.50%, 0.70% and 0.90%. All of this percentage is calculated in terms of volume. The objectives of this study are to find the significant of shear due to a variation of steel fibre ratios in beam design, to find out the value of compressive and bending stress of the samples and to compare and choose the optimum percentage of steel fibre contents in concrete structure respect to its shear strength. Concrete compression test and flexural test was conducted. The graphs used to present the results. Higher percent of steel fibre will give the higher value of shear, compressive and flexural. Concrete Mixing Reinforced concrete Concrete Additives 0 0 0 1 10000 10000 2019-09-04 0 TA441 .A75 2010 rs Bc. 0000054710 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 5154 | TA441 .A75 2010 rs Bc. 0000054711 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 1695 1701 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5040*5200*6500*6501*6502*9992