| 000 | 02604nam a2200265 a 4500 | ||
|---|---|---|---|
| 001 | vtls000051943 | ||
| 003 | KUKTEM | ||
| 005 | 20251114204422.0 | ||
| 008 | 110314t2010 my a f m 000 0 eng d | ||
| 020 | _aTHE0002613(Local) | ||
| 039 | 9 |
_a201905280947 _bshamsul _c201204091106 _dFida _c201110041252 _dFida _c201107140038 _dVLOAD _y201103141543 _zFida |
|
| 040 | _aUMP | ||
| 090 | _aTA441 .A75 2010 rs Bc. | ||
| 100 | 0 | _aMohd Arif Mohd Rusli | |
| 245 | 1 | 0 |
_aStudy of shear for steel fibre reinforcement concrete beam with ratio 0.10%, 0.30%, 0.50%, 0.70% and 0.90% / _cMohd Arif Mohd Rusli |
| 260 |
_aKuantan, Pahang : _bUMP, _c2010 |
||
| 300 |
_axiv, 88 p. : _bill. (some col.) ; _c30 cm. + _e1 CD-ROM |
||
| 502 | _aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2010 | ||
| 504 | _aBibliography : p. 79-80 | ||
| 520 | 3 | _aNowadays, 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. | |
| 650 | 0 |
_aConcrete _xMixing |
|
| 650 | 0 | _aReinforced concrete | |
| 650 | 0 |
_aConcrete _xAdditives |
|
| 999 |
_aVIRTUA40 _c1695 _d1701 |
||
| 999 | _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5040*5200*6500*6501*6502*9992 | ||