2011
DOI: 10.33736/jcest.92.2011
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Basic and Grade Stress for Some Timber in Sarawak

Abstract: Strength properties’ tests are conducted in the small clear sample. This paper aim to acquire the basic and grade stresses of some fast growing species thus identifies its strength group. Thus, the information of wood properties from different species and condition are acquired from strength property's test. The required information namely, bending parallel to the grain, compression stress parallel to grain, shear parallel to grain and modulus of elasticity. The condition of the trees which is referred to gree… Show more

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Cited by 3 publications
(3 citation statements)
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“…Hence, the timber sticks were marked according to mechanical testing: static bending (MOR and MOE), compression parallel to the grain, and shear parallel to the grain. The most suitable method suggested in the literature for testing timber samples is using the defect-free or small-clear sample method [10,21,22]. The samples were prepared in accordance with BS 373 [23].…”
Section: Preparation Of Samplesmentioning
confidence: 99%
See 1 more Smart Citation
“…Hence, the timber sticks were marked according to mechanical testing: static bending (MOR and MOE), compression parallel to the grain, and shear parallel to the grain. The most suitable method suggested in the literature for testing timber samples is using the defect-free or small-clear sample method [10,21,22]. The samples were prepared in accordance with BS 373 [23].…”
Section: Preparation Of Samplesmentioning
confidence: 99%
“…Summary of moisture content and mechanical strength properties results of untreated Acacia mangium[22].…”
mentioning
confidence: 99%
“…The density of timber is understood to be relatively reflected the strength of timber, but it should not be the definite measurement of its strength [6]. Moreover, timber is homogenous material therefore, some physical testing had to be conducted to reveal and confirmed the timber strength group as identified from its density [7]. In the usage of timber for structural purposes, the strength properties of timber are of prime importance.…”
Section: Introduction mentioning
confidence: 99%