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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Juki, Mohd Irwan
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (3/3 displayed)
- 2020Effects of Coal Bottom Ash as Cementitious Material on Compressive Strength and Chloride Permeability of Concretecitations
- 2018Influence of ground coal bottom ash with different grinding time as cement replacement material on the strength of concrete
- 2015Pullout strength of ring-shaped waste bottle fiber concrete
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document
Pullout strength of ring-shaped waste bottle fiber concrete
Abstract
Polyethylene Terephthalates (PET) isone of the most plastic containers that are normally beingdiscarded by people, which resulted in environmentalpollution. One of the best ways to reduce theenvironmental pollution is by recycling PET as a ringshapedPET (RPET) fiber in concrete. Therefore, it isappropriate to investigate the RPET fiber in term ofpullout strength of RPET fiber concrete. A rotal of 30cubes for the fiber pullout test were made with threeembedded fiber length sizes, namely l5 mm, 20 mm,and 25 mm. The RPET-10 fiber exhibited the highestpullout load of 103.6% compared with RPET-5 fiber atl5 mm embedded length. This finding shows a similarpattern for 20 mm and 25 mnr ernbedded lengthsRPET-10 fiber obtained 77.2% and l3.7% increases inpullout strength compared with RPET-S flber, at 20 to25 mm embedded lengths. In conclusion. this result forthe pullout load strength is important as new inputs tothe technical properties of RPET FC- during pulloutload test.