Properties and flexural behavior of self-compacting concrete with added coir fiber and POFA
This paper presents the mechanical properties and flexural behavior of selfcompacting concrete (SCC) with addition of 0.2%, 0.4% and 0.6% coir fiber (CF) as filler, and 10% palm oil fuel ash (POFA) as partial cement replacement. Fresh SCC-POFA-CF mixture was tested under slump flow and J-ring tests...
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my.uthm.eprints.60892022-01-31T03:33:05Z http://eprints.uthm.edu.my/6089/ Properties and flexural behavior of self-compacting concrete with added coir fiber and POFA Iman, Afif Mohamad, N Raain, Fasya Sofia, Anis Mydin, Azree Samad, A A A TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction This paper presents the mechanical properties and flexural behavior of selfcompacting concrete (SCC) with addition of 0.2%, 0.4% and 0.6% coir fiber (CF) as filler, and 10% palm oil fuel ash (POFA) as partial cement replacement. Fresh SCC-POFA-CF mixture was tested under slump flow and J-ring tests to determine its workability. SCC-POFA-CF cubes and cylinders were tested under compressive and tensile tests to determine its compressive strength, tensile strength, and flexural strength, while prisms were tested under four point bending load to determine its flexural behavior. It is found that workability of SCC-POFA-CF decreased when CF increased. The optimum percentage of CF in SCC mixture was found to be 0.4%. SCC-POFA-CF experienced less crack compared to the control specimen. This shows that CF in SCC prisms managed to control the crack propagation. Conference or Workshop Item PeerReviewed text en http://eprints.uthm.edu.my/6089/1/KP%202020%20%28111%29.pdf Iman, Afif and Mohamad, N and Raain, Fasya and Sofia, Anis and Mydin, Azree and Samad, A A A Properties and flexural behavior of self-compacting concrete with added coir fiber and POFA. In: 2nd Global Congress on Construction, Material and Structural Engineering (GCoMSE 2019), Aug 26, 2019 – Aug 27, 2019, Melaka, Malaysia. http://10.1088/1757-899X/713/1/012011 |
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TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction Iman, Afif Mohamad, N Raain, Fasya Sofia, Anis Mydin, Azree Samad, A A A Properties and flexural behavior of self-compacting concrete with added coir fiber and POFA |
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This paper presents the mechanical properties and flexural behavior of selfcompacting concrete (SCC) with addition of 0.2%, 0.4% and 0.6% coir fiber (CF) as filler, and 10% palm oil fuel ash (POFA) as partial cement replacement. Fresh SCC-POFA-CF mixture was tested under slump flow and J-ring tests to determine its workability. SCC-POFA-CF cubes and cylinders were tested under compressive and tensile tests to determine its compressive strength, tensile strength, and flexural strength, while prisms were tested under four point bending load to determine its flexural behavior. It is found that workability of SCC-POFA-CF decreased when CF increased. The optimum percentage of CF in SCC mixture was found to be 0.4%. SCC-POFA-CF experienced less crack compared to the control specimen. This shows that CF in SCC prisms managed to control the crack propagation. |
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Conference or Workshop Item |
author |
Iman, Afif Mohamad, N Raain, Fasya Sofia, Anis Mydin, Azree Samad, A A A |
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Iman, Afif Mohamad, N Raain, Fasya Sofia, Anis Mydin, Azree Samad, A A A |
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Iman, Afif |
title |
Properties and flexural behavior of self-compacting concrete with added coir fiber and POFA |
title_short |
Properties and flexural behavior of self-compacting concrete with added coir fiber and POFA |
title_full |
Properties and flexural behavior of self-compacting concrete with added coir fiber and POFA |
title_fullStr |
Properties and flexural behavior of self-compacting concrete with added coir fiber and POFA |
title_full_unstemmed |
Properties and flexural behavior of self-compacting concrete with added coir fiber and POFA |
title_sort |
properties and flexural behavior of self-compacting concrete with added coir fiber and pofa |
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http://eprints.uthm.edu.my/6089/1/KP%202020%20%28111%29.pdf http://eprints.uthm.edu.my/6089/ http://10.1088/1757-899X/713/1/012011 |
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1738581448856698880 |
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13.2014675 |