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Mechanical behaviour of fire damaged steel fibre reinforced concrete (SFRC) / Norlila Binti Omar

By:

Norlila Omar

Material type: Text

TextPublication details: Kuantan, Pahang : UMP, 2017Description: x, 50 p. : ill. (some col.) ; 30 cm. + 1 CD-ROMISBN:

THE0000612(Local)

Subject(s):

Dissertation note: Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 Abstract: Since 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.

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Holdings ( 2 )
Title notes ( 4 )

Holdings
Item type	Current library	Call number	Copy number	Status	Date due	Barcode
Final Year Report	UMPLIB GAMBANG	FKASA .N675 2017 r Bc. (Browse shelf(Opens below))	1	Not for loan		0000121051
Final Year Report	UMPLIB GAMBANG	CD 11084 \| FKASA .N675 2017 r Bc. (Browse shelf(Opens below))	1	Not for loan		0000121052

Faculty of Civil Engineering and Earth Resources

Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017

Bibliography : p. 48-49

Since 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.