Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The Effect of Span Lengths on the Bending Strength Properties of Glued Laminated Timber Beam
Abstract This paper presents the effect of span length on the bending strength properties of glued laminated (glulam) timber beam using tropical hardwood timber namely Mengkulang (Heritiera spp.). The timbers have been visually graded according to MS 1714:2003 and the glulam manufacturing followed MS 758:2001. Four-point bending tests were conducted according to ASTM D198:2009. The moisture content and specific gravity of the test pieces were investigated following MS 837:2006. The failure characteristics were also analysed and reported. The results showed that the modulus of elasticity increases as the span length increases. The failure occurred mostly at the finger joints.
The Effect of Span Lengths on the Bending Strength Properties of Glued Laminated Timber Beam
Abstract This paper presents the effect of span length on the bending strength properties of glued laminated (glulam) timber beam using tropical hardwood timber namely Mengkulang (Heritiera spp.). The timbers have been visually graded according to MS 1714:2003 and the glulam manufacturing followed MS 758:2001. Four-point bending tests were conducted according to ASTM D198:2009. The moisture content and specific gravity of the test pieces were investigated following MS 837:2006. The failure characteristics were also analysed and reported. The results showed that the modulus of elasticity increases as the span length increases. The failure occurred mostly at the finger joints.
The Effect of Span Lengths on the Bending Strength Properties of Glued Laminated Timber Beam
Andasht Kazeroon, Reza (Autor:in) / Ahmad, Zakiah (Autor:in) / Bkhari, Norshariza Mohamad (Autor:in)
InCIEC 2015 ; 861-869
01.01.2016
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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