A study of teak wood quality from community forests in Gunungkidul  IV. Mechanical Properties

Mechanical properties of sawn timber are the most important characteristics in many applications, particularly for structural timber. The previous paper in this series reported on the physical properties of teak trees at different sites (Panggang, Playen, Nglipar) from community forests in Gunungkid...

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Main Authors: Sri Nugroho Marsoem, Vendy Eko Prasetyo, Joko Sulistyo, Sudaryono Sudaryono, Ganis Lukmandaru
Format: Article
Language:English
Published: Universitas Gadjah Mada 2015-07-01
Series:Jurnal Ilmu Kehutanan
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Online Access:https://jurnal.ugm.ac.id/jikfkt/article/view/10197
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author Sri Nugroho Marsoem
Vendy Eko Prasetyo
Joko Sulistyo
Sudaryono Sudaryono
Ganis Lukmandaru
author_facet Sri Nugroho Marsoem
Vendy Eko Prasetyo
Joko Sulistyo
Sudaryono Sudaryono
Ganis Lukmandaru
author_sort Sri Nugroho Marsoem
collection DOAJ
description Mechanical properties of sawn timber are the most important characteristics in many applications, particularly for structural timber. The previous paper in this series reported on the physical properties of teak trees at different sites (Panggang, Playen, Nglipar) from community forests in Gunungkidul regency. In this study, the mechanical properties were evaluated according to British Standards 373:57. The results showed that the timber were classified in the II-III of strength class. By analysis of variance, site factor affected the values of modulus of rupture (MoR) in statical bending strength, maximum compression perpendicular to grain strength, shear strength and hardness. In general, except for MoR, the wood samples from Nglipar gave higher strength levels. Except for cleavage strength, the effects of the axial and radial position of the tree on mechanical properties were mostly negligible. Although linearly related, only modest correlations were observed between the mechanical parameters (MoR/shear strength) and basic density. No significant correlation was found between the values of basic density and modulus of elasticity of static bending strength as well as between basic density and the strength of maximum compression parallel to grain.
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institution Kabale University
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publishDate 2015-07-01
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series Jurnal Ilmu Kehutanan
spelling doaj-art-fca29a3382e84ba2b7683947d9fd1aa42025-01-16T08:22:17ZengUniversitas Gadjah MadaJurnal Ilmu Kehutanan0126-44512477-37512015-07-019211712710.22146/jik.101978272A study of teak wood quality from community forests in Gunungkidul  IV. Mechanical PropertiesSri Nugroho Marsoem0Vendy Eko Prasetyo1Joko Sulistyo2Sudaryono Sudaryono3Ganis Lukmandaru4Department of Forest Products Technology, Faculty of Forestry, Universitas Gadjah Mada, IndonesiaDepartment of Forest Products Technology, Faculty of Forestry, Universitas Gadjah Mada, IndonesiaDepartment of Forest Products Technology, Faculty of Forestry, Universitas Gadjah Mada, IndonesiaDepartment of Forest Products Technology, Faculty of Forestry, Universitas Gadjah Mada, IndonesiaDepartment of Forest Products Technology, Faculty of Forestry, Universitas Gadjah Mada, IndonesiaMechanical properties of sawn timber are the most important characteristics in many applications, particularly for structural timber. The previous paper in this series reported on the physical properties of teak trees at different sites (Panggang, Playen, Nglipar) from community forests in Gunungkidul regency. In this study, the mechanical properties were evaluated according to British Standards 373:57. The results showed that the timber were classified in the II-III of strength class. By analysis of variance, site factor affected the values of modulus of rupture (MoR) in statical bending strength, maximum compression perpendicular to grain strength, shear strength and hardness. In general, except for MoR, the wood samples from Nglipar gave higher strength levels. Except for cleavage strength, the effects of the axial and radial position of the tree on mechanical properties were mostly negligible. Although linearly related, only modest correlations were observed between the mechanical parameters (MoR/shear strength) and basic density. No significant correlation was found between the values of basic density and modulus of elasticity of static bending strength as well as between basic density and the strength of maximum compression parallel to grain.https://jurnal.ugm.ac.id/jikfkt/article/view/10197tectona grandismechanical propertiesbasic densitycommunity forestgunungkidul
spellingShingle Sri Nugroho Marsoem
Vendy Eko Prasetyo
Joko Sulistyo
Sudaryono Sudaryono
Ganis Lukmandaru
A study of teak wood quality from community forests in Gunungkidul  IV. Mechanical Properties
Jurnal Ilmu Kehutanan
tectona grandis
mechanical properties
basic density
community forest
gunungkidul
title A study of teak wood quality from community forests in Gunungkidul  IV. Mechanical Properties
title_full A study of teak wood quality from community forests in Gunungkidul  IV. Mechanical Properties
title_fullStr A study of teak wood quality from community forests in Gunungkidul  IV. Mechanical Properties
title_full_unstemmed A study of teak wood quality from community forests in Gunungkidul  IV. Mechanical Properties
title_short A study of teak wood quality from community forests in Gunungkidul  IV. Mechanical Properties
title_sort study of teak wood quality from community forests in gunungkidul iv mechanical properties
topic tectona grandis
mechanical properties
basic density
community forest
gunungkidul
url https://jurnal.ugm.ac.id/jikfkt/article/view/10197
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