| 000 | 02629ntm a2200289 a 4500 | ||
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| 001 | vtls000092241 | ||
| 003 | KUKTEM | ||
| 005 | 20251117113258.0 | ||
| 008 | 151124t2015 my ao f osm 000 0 eng d | ||
| 020 | _aTHE0000646(Local) | ||
| 039 | 9 |
_a201905161407 _bnazirah _c201711301157 _dfateeha _c201511251425 _dtraining1 _c201511251233 _dtraining1 _y201511241646 _ztraining1 |
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| 040 | _aUMP | ||
| 090 | _aFKASA .N879 2015 r Bc. | ||
| 100 | 0 | _aNursyazwani Mat Lazim | |
| 245 | 1 | 0 |
_aEffect of fiber hybrization ot the behaviour of oil palm shell concrete slab / _cNursyazwani Mat Lazim |
| 260 |
_aKuantan, Pahang : _bUMP, _c2015 |
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| 300 |
_axiv, 59 p. : _bill. (some col.) ; _c30 cm. + _e1 CD ROM |
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| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 | ||
| 504 | _aBibliography : p. 58-59 | ||
| 520 | 3 | _aOil palm shell (OPS) is considered as a waste material originating from the oil palm industry. On the other hand, steel fibre can act as an unconventional material to reduce the sensitivity of OPS concrete. Hybridization of fibre leads to improvements on the mechanical and ductility characteristics of the concrete. In this research, the effect of steel hybrid fibre on the compressive strength and ultimate shear failure concrete slab were studied. Cube compressive strength and combined bending and shear tests for the slab were conducted. OPS that were used are from Kilang Panching while steel fibres are from a factory at Klang. In this study, aspect ratio and volume fraction were emphasized in selecting the most suitable type of steel fibre. The results on the cube compressive strengths shows range of 12.4 MPa – 14.9 MPa, 10.2 MPa – 12.7 MPa and 12.0 MPa – 13.7 MPa for B1, B2 and B3 cubes, respectively. The values were slightly lower than the design concrete strength of 20 MPa. On the other hand, the ultimate shear failure gives range of 36.0 kN – 60.5 kN, 37 kN – 46 kN, 38 kN – 47 kN for B1, B2 and B3 slabs, respectively. As a conclusion, slabs with longest length of steel fibre, SF60 shown better structural performance compared with other length. In terms of hybridization effect, it shows none improvement to the structural slab | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDissertations |
| 650 | 0 |
_aUniversities and Colleges _xDissertations |
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| 650 | 0 | _aTheses | |
| 856 | 4 | 0 |
_uhttp://ecollib.ump.edu.my/id/eprint/25891 _zAccess in library only |
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_aVIRTUA40 _c5998 _d6004 |
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| 999 | _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992 | ||