Analisis Eksperimental Pelat Lantai Komposit Fiberglass Reinforced Plastic (FRP) Dengan Penambahan Tulangan Baja

Nugrahaeni, Rainanda Ayu (2022) Analisis Eksperimental Pelat Lantai Komposit Fiberglass Reinforced Plastic (FRP) Dengan Penambahan Tulangan Baja. Other thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Fiberglass reinforced plastic (FRP) merupakan salah satu material komposit yang terdiri dari material fiberglass (serat kaca) dan resin. Menurut studi sebelumnya, berdasarkan pada karakteristik material, produk yang berbahan dasar material FRP dengan komposisi yang sesuai, dapat dijadikan pengganti dan pembanding material baja.
Penelitian ini merencanakan tiga buah benda uji yaitu #1 yang merupakan FRP grating sendiri; #2 yang merupakan pelat lantai komposit beton-FRP grating; #3 yang merupakan pelat lantai komposit beton-FRP grating dengan penambahan tulangan dan baut baja untuk dilakukan analisis kapasitas dengan metode eksperimen dan perhitungan analitis. Hasil metode eksperimen menunjukkan nilai beban maksimum masing-masing benda uji #1; #2; #3 berturut-turut sebesar 4,27 ton; 5,92 ton; 6,08 ton. Hasil perhitungan analitis menunjukkan nilai beban maksimum masing- masing benda uji #1; #2; #3 berturut-turut sebesar 3,68 ton; 6,25 ton; 6,54 ton. Berdasarkan pada hasil penelitian, desain benda uji pelat lantai komposit beton-FRP grating berpotensi mengalami kegagalan geser.
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Fiberglass reinforced plastic (FRP) is one of composite material consists of resin and fiberglass. According to previous studies, based on material characteristics, FRP products with appropriate compositions can be used as alternates and comparisons for steel materials.
This study designed three specimens, #1 which is FRP grating itself; #2 which is FRP-concrete composite floor slab; and #3 which is FRP-concrete composite floor slab with the addition of steel reinforcement and bolts, for capacity analysis using experimental methods and analytical calculations. The result of the experimental methods show the value of maximum load for each specimen #1; #2; #3 are 4,27 tons; 5,92 tons; 6,08 tons. The result of analytical calculations show the value of maximum load for each specimen #1; #2 ; #3 are 3,68 tons; 6,25 tons; 6,54 tons. As the results, the design of FRP grating-concrete floor slabs composite are potentially fail in shear.

Item Type:	Thesis (Other)
Uncontrolled Keywords:	fiberglass reinforced plastic (FRP), floor slab, maximum loads, failure, fiberglass reinforced plastic (FRP), pelat lantai, beban maksimum, kegagalan.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA169.5 Failure analysis T Technology > TA Engineering (General). Civil engineering (General) > TA418.16 Materials--Testing. T Technology > TA Engineering (General). Civil engineering (General) > TA418.74 Corrosion and anti-corrosives T Technology > TA Engineering (General). Civil engineering (General) > TA418.75 Corrosion-resistant materials T Technology > TA Engineering (General). Civil engineering (General) > TA418.9 Composite materials. Laminated materials. T Technology > TA Engineering (General). Civil engineering (General) > TA440 Concrete--Cracking.
Divisions:	Faculty of Vocational > Civil Infrastructure Engineering (D4)
Depositing User:	RAINANDA AYU NUGRAHAENI
Date Deposited:	18 Feb 2022 13:58
Last Modified:	01 Nov 2022 03:44
URI:	http://repository.its.ac.id/id/eprint/94553

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