ANALISA KAPASITAS GESER TERHADAP PENAMBAHAN CARBON FIBRE REINFORCED POLYMER (CFRP) PADA BALOK BETON BERTULANG

Samosir, Rijon (2016) ANALISA KAPASITAS GESER TERHADAP PENAMBAHAN CARBON FIBRE REINFORCED POLYMER (CFRP) PADA BALOK BETON BERTULANG. Diploma thesis, UNIMED.

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2. NIM 5123210031 APPROVAL SHEET.pdf - Published Version

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4. NIM 5123210031 ABSTRACT.pdf - Published Version

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Abstract

Dalam perencanaan struktur beton bertulang, diperlukan desain yang dapat menahan beban-beban yang bekerja terhadap struktur. Beban yang melebihi kapasitas penampang balok beton bertulang akan mengakibatkan retakan– retakan diagonal dan vertikal. Retakan vertikal terjadi diakibatkan kegagalan balok dalam menahan beban lentur, biasanya terjadi pada daerah lapangan (bentang tengah) balok. Retakan diagonal terjadi akibat kegagalan balok dalam menahan beban geser, terjadi pada daerah ujung dekat tumpuan balok. Jika balok tersebut tidak mempunyai jumlah tulangan transversal dan longitudinal yang cukup serta direncanakan tidak didetail dengan benar, retakan-retakan tersebut dapat terjadi lebih awal dan pada akhirnya akan berakibat terjadi keruntuhan yang tiba-tiba pada balok. Salah satu alternatif untuk meningkatkan kemampuan balok beton bertulang dalam menahan beban geser, antara lain dengan menggunakan Carbon Fiber Reinforced Polymer (CFRP) yang direkatkan pada permukaan komponen beton yang diperkuat dengan bantuan perekat Epoxy, dipasang vertikal pada setiap sisi balok dimana serat ini dapat meningkatkan kapasitas geser pada balok. Dalam analisa ini model balok yang digunakan adalah balok beton bertulang rangkap berukuran 25x50x800cm dengan tulangan tarik 5D16 dan tulangan tekan 2D16 serta tulangan geser D10-200 dan Mutu beton untuk semua balok K-300 dan Mutu Baja 400 MPa. Untuk balok dengan perkuatan CFRP digunakan jarak yang bervariasi, 100mm, 200mm, 300mm, 400mm, 500mm dan lebar serat 30mm dengan mengabaikan jarak tulangan geser. Dari hasil analisa untuk model balok beton bertulang dengan jarak pemasangan Carbon Fiber Reinforced Polymer (CFRP) yang semakin rapat, dapat meningkatkan kapasitas geser pada balok beton bertulang dalam menahan tegagan geser yang terjadi.

Item Type: Thesis (Diploma)
Contributors:
ContributionNameNIDN/NIDK
Thesis advisorBarlian, Edo197701102005011002
Call Number: D3-2016 SPL 029
Keywords: Geser; Balok Beton Bertulang; CFRP
Subjects: T Technology > TH Building construction
T Technology > TH Building construction > TH6101 Plumbing and pipefitting
Divisions: Fakultas Teknik > D3 Teknik Sipil
Depositing User: Mr Maknun
Date Deposited: 29 Nov 2016 03:25
URI: http://digilib.unimed.ac.id/id/eprint/21723

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