1999
DOI: 10.1007/s001070050025
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Performance test of Laminated Veneer Lumber (LVL) from rubber wood for different physical and mechanical properties

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Cited by 39 publications
(20 citation statements)
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“…The effectiveness of adhesion was determined by measuring the shear strength and the portion of wood failure when the wood was saturated with water before testing. The type of the preservative, the retention amount, and the length of assembly time, all affected the durability of the bonds significantly 5–7. In literature, pressure treatment with wood preservatives has been reported to interfere with the bond integrity of solid wood glued specimens.…”
Section: Introductionmentioning
confidence: 99%
“…The effectiveness of adhesion was determined by measuring the shear strength and the portion of wood failure when the wood was saturated with water before testing. The type of the preservative, the retention amount, and the length of assembly time, all affected the durability of the bonds significantly 5–7. In literature, pressure treatment with wood preservatives has been reported to interfere with the bond integrity of solid wood glued specimens.…”
Section: Introductionmentioning
confidence: 99%
“…7). Performance of LVL made from paricá, expressed in f c,0 , was low in comparison to results observed for LVL made from Hevea brasiliensis (Kamala et al 1999), Fagus orientalis (Aydin et al 2004) and other species of Pinus (Gabriel 2007;Souza et al 2011) and Eucalyptus (Pio 2002;Aydin et al 2004). However, the values obtained for all treatments were greater than those required for structural design using LVL type compounds.…”
Section: Mechanical Propertiesmentioning
confidence: 78%
“…Iwakiri et al (2010) observed values for shear stress parallel to the glue line for LVL made from paricá, glued with phenol-formaldehyde to be in a range between 1.81 N/ mm 2 and 2.47 N/mm 2 , approximately half of the resistance obtained for this study. Using the same glue, Kamala et al (1999) found a parallel shear strength of 9.4 N/mm 2 and perpendicular shear strength of 10.5 N/mm 2 for LVL made from rubber tree veneers (Hevea brasiliensis). For LVL made from Eucalyptus grandis, Pio (2002) obtained parallel and perpendicular shear resistance of 11.64 and 11.91 N/mm 2 , respectively.…”
Section: Mechanical Propertiesmentioning
confidence: 94%
“…Hence, LVL has the potential to be used in structural and nonstructural applications such as construction and furniture industry, material for flooring, and numerous other areas. [1,4,5] The changes of properties that are characteristics of LVL are caused by various factors acting upon this material during the production process. First of all, the properties depend on the wood species from which the panels are manufactured.…”
Section: Introductionmentioning
confidence: 99%