Moris, Omar Haykal (2024) Pengaruh Kadar Serat Bambu Terhadap Kuat Lentur Dan Kuat Geser Balok Beton Non Pasir. Undergraduate thesis, Fakultas Teknik Universitas Merdeka Malang.

Preview	Text HALAMAN AWAL.pdf Download (3MB) | Preview
Preview	Text BAB I.pdf Download (1MB) | Preview
	Text BAB II.pdf Restricted to Repository staff only Download (3MB)
	Text BAB III.pdf Restricted to Repository staff only Download (3MB)
	Text BAB IV.pdf Restricted to Repository staff only Download (6MB)
	Text BAB V.pdf Restricted to Repository staff only Download (263kB)
Preview	Text Daftar Pustaka.pdf Download (448kB) | Preview
Preview	Text HASIL CEK PLAGIASI.pdf Download (486kB) | Preview

Abstract

Making non-fibrous sand concrete beams is useful for overcoming concrete problems that are unable to withstand the flexural tensile strength of concrete. Research on fibrous non-sand concrete beams uses bamboo fibers. The aim of this study is to determine the effect of fiber content of bamboo on the flexural strength and shear strength of non-fibrous sand concrete beams.The research is a test of 15 beams measuring 15 × 15 × 70 cm. The fiber length of bamboo is 10 cm, fiber shape is straight, distribution of 1⁄2 Hb fiber with variations in fiber content is 0,2%, 0,6%, 0,8%, and 1% by weight of cement. The flexural strength and shear strength tests of the beams are carried out at the age of 28 days, using a test kit of Hydraulic Concrete Beam Testing with capacity of 100 kN. The testing is according to ASTM C-78/C78M standard concerning standard test method for flexural strength of concrete (using simple beam with third-point loading).The results of the flexural strength and shear strength tests show that the variations in fiber content of bamboo 0,2% obtain the biggest flexural strength of 2.19 Mpa and shear strength of 0.41 Mpa. It is concluded that the variation in fiber content of bamboo 0,2% is the best flexural strength and shear strength.

Actions (login required)

View Item