| 000 | 01946ntm a2200277 a 4500 | ||
|---|---|---|---|
| 001 | vtls000102718 | ||
| 003 | KUKTEM | ||
| 005 | 20251117113400.0 | ||
| 008 | 180109t2017 my a f am 000 0 eng d | ||
| 020 | _aTHE0000612(Local) | ||
| 039 | 9 |
_a201905161034 _bnazirah _y201801091223 _znazri |
|
| 040 | _aUMP | ||
| 090 | _aFKASA .N675 2017 r Bc. | ||
| 100 | 0 | _aNorlila Omar | |
| 245 | 1 | 0 |
_aMechanical behaviour of fire damaged steel fibre reinforced concrete (SFRC) / _cNorlila Binti Omar |
| 260 |
_aKuantan, Pahang : _bUMP, _c2017 |
||
| 300 |
_ax, 50 p. : _bill. (some col.) ; _c30 cm. + _e1 CD-ROM |
||
| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 | ||
| 504 | _aBibliography : p. 48-49 | ||
| 520 | 3 | _aSince past few decades ago, there has been a rapid advancement in concrete technology where it is focused on the improvement in concrete strength and other structural properties. Therefore, the development of concrete in the form of steel fibre reinforced concrete has been discovered in fulfill the main purpose on improving the concrete properties and concrete behavior and also as an alternative to provide more economical options to be practice in construction field. This study represents a research on mechanical behaviour of steel fibre reinforced concrete specimens which has been imposed to a certain temperature. In this research, there are three method of experimentation selected to find out the effect of temperature in determining the compressive strength, flexural strength and also tensile strength on steel fibre reinforced concrete specimens. | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDissertations |
| 650 | 0 |
_aUniversities and Colleges _xDissertations |
|
| 650 | 0 | _aTheses | |
| 999 |
_aVIRTUA40 _c7719 _d7725 |
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| 999 | _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992 | ||