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Studi Penelitian Pengaruh Sudut Kemiringan Sambungan Beton Lama dan Beton Baru dengan Bahan Perekat dan Penguat Fiber Terhadap Kuat Tarik Lentur Balok Beton (CD + Cetak)

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This research was conducted to determine the flexural tensile strength of the connection angles old concrete and new concrete with adhesive and fiber reinforcement. The test specimen used is cylindrical for normal concrete (150 mm in diameter and height) 300 mm), and beam test specimens (size 150 mm x 150 mm x 600 mm). Quality of concrete ones planned 25 Mpa. This test uses 36 specimens with angular variations different connection slope.
From the results of the study showed that the connection angle of the concrete beam with adhesive and reinforcing additives are able to give a good influence on the strong flexural concrete blocks. Based on the results of the study the influence of the tilt angle connection of old concrete and new concrete with adhesive and fiber reinforcement
flexural tensile strength of concrete beams performed obtained optimum flexural tensile strength occurs on a concrete beam BLK

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Ketersediaan

Informasi Detail

Judul Seri

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No. Panggil

035 SPL2018 DHE s

Penerbit

Malang : Jurusan Teknik Sipil Fakultas Teknik Universitas Merdeka Malang., 2018

Deskripsi Fisik

PDF, 4.968 KB

Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

035 SPL 2018

Tipe Isi

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Tipe Media

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Tipe Pembawa

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Edisi

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Subjek

TENSILE STRENGTH
CONCRETE JOINTS
FLEXURAL STENGTH
CONCRETE OLD CONCRETE

Info Detail Spesifik

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Pernyataan Tanggungjawab

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Versi lain/terkait

Lampiran Berkas

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