02223ntm a2200301 a 4500001001400000003000700014005001700021008004100038020002200079039004700101040000800148090002700156100001700183245010200200260003400302300005500336500005300391502009000444504002800534520086500562610006801427650004501495650001101540952012101551952013201672999002501804999009201829vtls000102718KUKTEM20251117113400.0180109t2017 my a f am 000 0 eng d aTHE0000612(Local) 9a201905161034bnazirahy201801091223znazri aUMP aFKASA .N675 2017 r Bc.0 aNorlila Omar10aMechanical behaviour of fire damaged steel fibre reinforced concrete (SFRC) /cNorlila Binti Omar aKuantan, Pahang :bUMP,c2017 ax, 50 p. :bill. (some col.) ;c30 cm. +e1 CD-ROM aFaculty of Civil Engineering and Earth Resources aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 aBibliography : p. 48-493 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.20aFaculty of Civil Engineering and Earth ResourcesxDissertations 0aUniversities and CollegesxDissertations 0aTheses 00104071a10000b10000d2019-09-04l0oFKASA .N675 2017 r Bc.p0000121051r2019-09-04 00:00:00t1w2019-09-04yPSM 00104071a10000b10000d2019-09-04l0oCD 11084 | FKASA .N675 2017 r Bc.p0000121052r2019-09-04 00:00:00t1w2019-09-04yPSM aVIRTUA40c7719d7725 aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992