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Study of mechanical behavior of steel fibre oil palm shell concrete (SF-OPSC)

Oil Palm Shell (OPS) is one of the waste material that can be innovating as construction material in construction industry to minimize wastage. OPS can be obtained from landfill of Palm oil mill factory. The study on OPS was not new, especially towards its application as a coarse aggregate in concre...

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Main Author: Nur Irwani, Othman
Format: Undergraduates Project Papers
Language:English
Published: 2015
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/12062/3/FKKSA%20-%20FATIN%20NABILAH%20BINTI%20MENDER%20%28CD9272%29.pdf
http://umpir.ump.edu.my/id/eprint/12062/
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spelling my.ump.umpir.120622022-01-18T14:29:35Z http://umpir.ump.edu.my/id/eprint/12062/ Study of mechanical behavior of steel fibre oil palm shell concrete (SF-OPSC) Nur Irwani, Othman TA Engineering (General). Civil engineering (General) Oil Palm Shell (OPS) is one of the waste material that can be innovating as construction material in construction industry to minimize wastage. OPS can be obtained from landfill of Palm oil mill factory. The study on OPS was not new, especially towards its application as a coarse aggregate in concrete containing steel fibre reinforcement. The used of OPS in a concrete can developed a new lightweight concrete. However, there is still lack of published behavior towards such application. Therefore, this study focused on fill the lack of information .The sizes of specimens tested are 100 mm x 100 mm x 100 mm of cube for compression, cylinder with 150 mm diameter and 300 mm height for splitting tensile strength and modulus of elasticity and prism with cross section is 100 mm x100 mm x 500 mm for flexural strength. The results shows that concrete containing OPS gives lower compressive strength compared to control (without OPS). The values werexxxx for control, while 18.67 MPa-24.72 MPa for cubes with 50% OPS and 13.51 MPa – 17.50 MPa for cubes with 100% OPS. In term of speciality tensile strength: cylinder with 50% OPS shows a bit higher compared with control. While, cylinder with 100% OPS gives the lowest strength. On the other hand, inclusion of 50% OPS to the prism increase for 15.70 % and inclusion of 100% OPS increased for 2%, compared to control. Lastly, inclusion of OPS to the cylinder, towards the modulus of elasticity shows no effect to the concrete. In conclusion, inclusion of OPS to the concrete containing steel fibre strongly depends on the type of mechanical behavior (example: either compressive strength, flexural strength, splitting tensile strength or modulus of elasticity). 2015-07 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/12062/3/FKKSA%20-%20FATIN%20NABILAH%20BINTI%20MENDER%20%28CD9272%29.pdf Nur Irwani, Othman (2015) Study of mechanical behavior of steel fibre oil palm shell concrete (SF-OPSC). Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Nur Irwani, Othman
Study of mechanical behavior of steel fibre oil palm shell concrete (SF-OPSC)
description Oil Palm Shell (OPS) is one of the waste material that can be innovating as construction material in construction industry to minimize wastage. OPS can be obtained from landfill of Palm oil mill factory. The study on OPS was not new, especially towards its application as a coarse aggregate in concrete containing steel fibre reinforcement. The used of OPS in a concrete can developed a new lightweight concrete. However, there is still lack of published behavior towards such application. Therefore, this study focused on fill the lack of information .The sizes of specimens tested are 100 mm x 100 mm x 100 mm of cube for compression, cylinder with 150 mm diameter and 300 mm height for splitting tensile strength and modulus of elasticity and prism with cross section is 100 mm x100 mm x 500 mm for flexural strength. The results shows that concrete containing OPS gives lower compressive strength compared to control (without OPS). The values werexxxx for control, while 18.67 MPa-24.72 MPa for cubes with 50% OPS and 13.51 MPa – 17.50 MPa for cubes with 100% OPS. In term of speciality tensile strength: cylinder with 50% OPS shows a bit higher compared with control. While, cylinder with 100% OPS gives the lowest strength. On the other hand, inclusion of 50% OPS to the prism increase for 15.70 % and inclusion of 100% OPS increased for 2%, compared to control. Lastly, inclusion of OPS to the cylinder, towards the modulus of elasticity shows no effect to the concrete. In conclusion, inclusion of OPS to the concrete containing steel fibre strongly depends on the type of mechanical behavior (example: either compressive strength, flexural strength, splitting tensile strength or modulus of elasticity).
format Undergraduates Project Papers
author Nur Irwani, Othman
author_facet Nur Irwani, Othman
author_sort Nur Irwani, Othman
title Study of mechanical behavior of steel fibre oil palm shell concrete (SF-OPSC)
title_short Study of mechanical behavior of steel fibre oil palm shell concrete (SF-OPSC)
title_full Study of mechanical behavior of steel fibre oil palm shell concrete (SF-OPSC)
title_fullStr Study of mechanical behavior of steel fibre oil palm shell concrete (SF-OPSC)
title_full_unstemmed Study of mechanical behavior of steel fibre oil palm shell concrete (SF-OPSC)
title_sort study of mechanical behavior of steel fibre oil palm shell concrete (sf-opsc)
publishDate 2015
url http://umpir.ump.edu.my/id/eprint/12062/3/FKKSA%20-%20FATIN%20NABILAH%20BINTI%20MENDER%20%28CD9272%29.pdf
http://umpir.ump.edu.my/id/eprint/12062/
_version_ 1724073453579927552
score 13.211869

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