Pengamatan Lendutan dan Pola Retak pada Pelat Komposit Kayu Beton dengan Variasi Ketebalan Kayu (Investigation of Deflection and craking pattern on composite pelate of concrete-timber with timber thickness variation )

-, Mukhlis and Herdianto, Revalin (2009) Pengamatan Lendutan dan Pola Retak pada Pelat Komposit Kayu Beton dengan Variasi Ketebalan Kayu (Investigation of Deflection and craking pattern on composite pelate of concrete-timber with timber thickness variation ). POLI REKAYASA, 5 (1). pp. 46-54. ISSN 1858-3709

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Abstract

Serviceability of certain structure is determined by deflection, crack and damage on surface of the concrete. Deflection allowance depends on total deflection that can be held by interacting structure components without losing elastic performance and damaging the deflected elements. This research aims to discover deflection characteristics and one-way cracking pattern of concrete wood with various thicknesses. concrete timber composite palate are created with dimension 6 x 30 x 100 cm , 5.5 x 30 x 100 cm and 5 x 30 x 100 cm. variation of timber thickness in this research can be identified as 1 cm, 1.5 cm and 2 cm with number of there are two pelate for each variation. The research shows the variation of timber thickness can reduce amount deflection which occur on composite concrete-timber pelate.

Item Type:Article
Subjects:G Technology > GA Engineering (General). Civil engineering (General)
Divisions:Jurusan Teknik Sipil > Prog.Studi Teknik Sipil-D3 > Journal, Proceeding
ID Code:494
Deposited By:Mr. OP Repo-1 Puskom
Deposited On:30 Nov 2016 08:59
Last Modified:30 Nov 2016 08:59

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