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primary topic: http://digilib.unila.ac.id/id/eprint/506

http://digilib.unila.ac.id/id/eprint/506
type: Article
title: STUDI PERBANDINGAN SIFAT MEKANIS BETON DENGAN DAN TANPA PERKUATAN GFRP DAN TYFO SW EPOXY (UNDERWATER) (THE STUDY OF COMPARISON MECHANICAL CHARACTERISTIC OF CONCRETE WITH AND WITHOUT STRENGHTENING OF GFRP AND TYFO SW EPOXY (UNDERWATER))
abstract: Kerusakan seperti keroposnya tiang pancang dermaga kerap terjadi pada konstruksi-konstruksi bawah air seperti bangunan pinggir pantai. Perkuatan tiang pancang beton bawah air dengan GFRP dan epoxy underwater adalah salah satu solusi kerusakan pada bangunan demaga, dengan cara meningkatkan/ mengembalikan kekuatan tiang pancang dan menambah masa layan dari struktur dermaga tersebut. Benda uji yang digunakan pada penelitian ini terdiri dari 40 sampel silinder beton (d=150 mm dan h=300 mm). Dua puluh sampel silinder untuk uji kuat tekan dan modulus elastisitas beton serta 20 sampel silinder untuk uji kuat tarik belah beton. Perlakuan pada sampel yaitu perkuatan dengan GFRP 1 layer, 2 layers dan 3 layers. Persentase peningkatan kuat tekan pada perkuatan dengan GFRP 1 layer, 2 layers dan 3 layers berturut-turut yaitu 41,7%, 77,85% dan 192,6% terhadap beton tanpa GFRP. Persentase peningkatan kuat tarik belah pada perkuatan dengan GFRP 1 layer, 2 layers dan 3 layers berturut-turut yaitu 171,84%, 154,54% dan 240,06% terhadap beton tanpa GFRP. Maka disimpulkan perkuatan beton dengan GFRP dan epoxy underwater terjadi peningkatkan kuat tekan dan kuat tarik belah yang signifikan. Nilai modulus elastisitas (Ec) rata-rata dial gauge/modulus tanpa GFRP dan dengan perkuatan GFRP 1 layer, 2 layers dan 3 layers, berturut-turut yaitu 32753,71 MPa, 12438,51 MPa, 52946,20 MPa dan 50151,52 MPa. Maka disimpulkan hasil pengujian modulus elastisitas tidak sesuai harapan yaitu seharusnya perkuatan dengan GFRP meningkatkan modulus elastisitas beton. (The damage of concrete structures such as the porous of dock piling, often occur on underwater constructions such as buildings on the beach. The strengthening of underwater concrete piles with GFRP and epoxy underwater is one solution for dock damage, by improving/restoring load capacity of poles and increasing the service life of pier structures. The specimens used in this study consisted of 40 cylinders (d = 150 mm and h = 300 mm). Twenty cylind…
date: 2013-12-23
status: published
author list: authors
type: EPrint
type: OtherEPrint
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Fakultas Teknik
type: Organization

Leni Puspa Meliani Khustubin
type: Person
given name: Leni Puspa Meliani
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http://digilib.unila.ac.id/id/document/34132
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http://digilib.unila.ac.id/id/document/34133
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http://digilib.unila.ac.id/id/document/34134
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http://digilib.unila.ac.id/id/document/34135
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http://digilib.unila.ac.id/id/document/34136
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http://digilib.unila.ac.id/id/document/34137
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http://digilib.unila.ac.id/506/
title: HTML Summary of #506 STUDI PERBANDINGAN SIFAT MEKANIS BETON DENGAN DAN TANPA PERKUATAN GFRP DAN TYFO SW EPOXY (UNDERWATER) (THE STUDY OF COMPARISON MECHANICAL CHARACTERISTIC OF CONCRETE WITH AND WITHOUT STRENGHTENING OF GFRP AND TYFO SW EPOXY (UNDERWATER))
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primary topic: http://digilib.unila.ac.id/id/eprint/506

Teknologi (General)
type: Concept

Mesin (General). Mesin Sipil (General)
type: Concept