Comparisons between mix designs towards SF-OPSC mechanical properties

Oil Palm Shell (OPS) is a waste lightweight aggregate originating from the palm oil industry. In this study, OPS was used as coarse aggregate. This research investigate the comparison between mix designs towards the Steel Fiber Oil Palm Shell Concrete (SFOPSC) mechanical properties with similar conc...

Full description

Bibliographic Details
Main Author:	Azmira, Ab Aziz
Format:	Undergraduates Project Papers
Language:	English English English
Published:	2015
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12269/ http://umpir.ump.edu.my/id/eprint/12269/ http://umpir.ump.edu.my/id/eprint/12269/1/Comparisons%20between%20mix%20designs%20towards%20SF-OPSC%20mechanical%20properties%20-%20CHAP%203.pdf http://umpir.ump.edu.my/id/eprint/12269/2/Comparisons%20between%20mix%20designs%20towards%20SF-OPSC%20mechanical%20properties%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12269/11/Comparisons%20between%20mix%20designs%20towards%20SF-OPSC%20mechanical%20properties%20-%2024%20pages.pdf

id	ump-12269
recordtype	eprints
spelling	ump-122692016-11-15T01:38:34Z http://umpir.ump.edu.my/id/eprint/12269/ Comparisons between mix designs towards SF-OPSC mechanical properties Azmira, Ab Aziz TA Engineering (General). Civil engineering (General) Oil Palm Shell (OPS) is a waste lightweight aggregate originating from the palm oil industry. In this study, OPS was used as coarse aggregate. This research investigate the comparison between mix designs towards the Steel Fiber Oil Palm Shell Concrete (SFOPSC) mechanical properties with similar concrete strength. The objectives of this study are determine the effect of different mix designs to the behaviour of SF-OPSC and study the mechanical properties of SF-OPSC. The testing specimen are cube, cylinder and prism specimens. The size of cube is 100 mm x 100 mm x 100 mm, cylinder with 150 mm in diameter and 300 mm in height and prism with the crosssection of 100 mm x 100 mm and 500 mm in length. The concrete grade that is used is 25 MPa. The tests that are conducted are compressive strength test, flexural strength test, tensile strength test and modulus of elasticity test. The type of fiber that is used is hooked end steel fiber. The volume fraction of SF is same which is 1%. The mix designs used are different in W/C; which are 0.58 and 0.62. The amount of OPS aggregate that are used in the specimen are 50% and 100%. Results shows that W/C does influenced the mechanical properties of SF-OPSC. The compressive strength of SF-OPSC increased with the increasing of W/C. While, the flexural strength increased with the increasing of W/C. Other than that, the splitting tensile strength of SF-OPSC decreased with the increasing of W/C. Finally, the W/C does influenced the modulus of elasticity of SF-OPSC. 2015 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12269/1/Comparisons%20between%20mix%20designs%20towards%20SF-OPSC%20mechanical%20properties%20-%20CHAP%203.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12269/2/Comparisons%20between%20mix%20designs%20towards%20SF-OPSC%20mechanical%20properties%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12269/11/Comparisons%20between%20mix%20designs%20towards%20SF-OPSC%20mechanical%20properties%20-%2024%20pages.pdf Azmira, Ab Aziz (2015) Comparisons between mix designs towards SF-OPSC mechanical properties. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92290&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Azmira, Ab Aziz Comparisons between mix designs towards SF-OPSC mechanical properties
description	Oil Palm Shell (OPS) is a waste lightweight aggregate originating from the palm oil industry. In this study, OPS was used as coarse aggregate. This research investigate the comparison between mix designs towards the Steel Fiber Oil Palm Shell Concrete (SFOPSC) mechanical properties with similar concrete strength. The objectives of this study are determine the effect of different mix designs to the behaviour of SF-OPSC and study the mechanical properties of SF-OPSC. The testing specimen are cube, cylinder and prism specimens. The size of cube is 100 mm x 100 mm x 100 mm, cylinder with 150 mm in diameter and 300 mm in height and prism with the crosssection of 100 mm x 100 mm and 500 mm in length. The concrete grade that is used is 25 MPa. The tests that are conducted are compressive strength test, flexural strength test, tensile strength test and modulus of elasticity test. The type of fiber that is used is hooked end steel fiber. The volume fraction of SF is same which is 1%. The mix designs used are different in W/C; which are 0.58 and 0.62. The amount of OPS aggregate that are used in the specimen are 50% and 100%. Results shows that W/C does influenced the mechanical properties of SF-OPSC. The compressive strength of SF-OPSC increased with the increasing of W/C. While, the flexural strength increased with the increasing of W/C. Other than that, the splitting tensile strength of SF-OPSC decreased with the increasing of W/C. Finally, the W/C does influenced the modulus of elasticity of SF-OPSC.
format	Undergraduates Project Papers
author	Azmira, Ab Aziz
author_facet	Azmira, Ab Aziz
author_sort	Azmira, Ab Aziz
title	Comparisons between mix designs towards SF-OPSC mechanical properties
title_short	Comparisons between mix designs towards SF-OPSC mechanical properties
title_full	Comparisons between mix designs towards SF-OPSC mechanical properties
title_fullStr	Comparisons between mix designs towards SF-OPSC mechanical properties
title_full_unstemmed	Comparisons between mix designs towards SF-OPSC mechanical properties
title_sort	comparisons between mix designs towards sf-opsc mechanical properties
publishDate	2015
url	http://umpir.ump.edu.my/id/eprint/12269/ http://umpir.ump.edu.my/id/eprint/12269/ http://umpir.ump.edu.my/id/eprint/12269/1/Comparisons%20between%20mix%20designs%20towards%20SF-OPSC%20mechanical%20properties%20-%20CHAP%203.pdf http://umpir.ump.edu.my/id/eprint/12269/2/Comparisons%20between%20mix%20designs%20towards%20SF-OPSC%20mechanical%20properties%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12269/11/Comparisons%20between%20mix%20designs%20towards%20SF-OPSC%20mechanical%20properties%20-%2024%20pages.pdf
first_indexed	2023-09-18T22:13:45Z
last_indexed	2023-09-18T22:13:45Z
_version_	1777415199668568064

Comparisons between mix designs towards SF-OPSC mechanical properties

Similar Items