2008
DOI: 10.1016/j.jmatprotec.2007.10.039
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Some of the properties of oriented strandboard manufactured using kraft lignin phenolic resin

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Cited by 76 publications
(21 citation statements)
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“…Many such studies have been performed in laboratory conditions on single opening presses and have been focused mainly on the effect of board density (Han et al 2007;Suzuki et al 2007), strand length and orientation, strand combination (Febrianto et al 2010;Akrami et al 2014), adhesive ratio (Cavdar et al 2008;Gündüz et al 2011), and new raw material (Han et al 2005;Febrianto 2010;Mulik and Febrianto 2013), on physical and mechanical properties of OSB. Few studies have reported data derived from commercially tested OSB board concerning their mechanical properties and behavior under different conditions (Thomas 2001;Wang et al 2003Wang et al , 2004Rebollar et al 2007;Hrázskýand Král 2011).…”
Section: Introductionmentioning
confidence: 99%
“…Many such studies have been performed in laboratory conditions on single opening presses and have been focused mainly on the effect of board density (Han et al 2007;Suzuki et al 2007), strand length and orientation, strand combination (Febrianto et al 2010;Akrami et al 2014), adhesive ratio (Cavdar et al 2008;Gündüz et al 2011), and new raw material (Han et al 2005;Febrianto 2010;Mulik and Febrianto 2013), on physical and mechanical properties of OSB. Few studies have reported data derived from commercially tested OSB board concerning their mechanical properties and behavior under different conditions (Thomas 2001;Wang et al 2003Wang et al , 2004Rebollar et al 2007;Hrázskýand Král 2011).…”
Section: Introductionmentioning
confidence: 99%
“…The MOE and MOR values of the OSB bonded with pMDI resin were found to be 3916.2 N/mm 2 and 25.117 N/mm 2 for the commercial OSB panel, and 7018.9 N/mm 2 and 42.5 N/mm 2 for the OSB from red maple, respectively (Paredes et al 2008). Also, the average values of the MOE and MOR were found to be 2401 N/mm 2 and 22.03 N/mm 2 , respectively, for the P. euroamericana strands made with PF resin (Cavdar et al 2008). After conditioning the panels, the IB strength values of the studied OSB/3 ranged from 0.32 N/mm 2 to 0.37 N/mm 2 , which were slightly above the minimum requirements for OSB/3 (0.34 N/mm 2 ) according to EN 300 (2006).…”
Section: Physical and Mechanical Properties Of The Osbsmentioning
confidence: 84%
“…These values were below the maximum values required by the standard (15% for OSB/3 and 12% for OSB/4). Other studies have reported that the values of the TS were 14.0% and 11.6% for commercial OSB and OSB made from red maple strands, respectively (Paredes et al 2008), and 12.99% for OSB made from P. euroamericana strands (Cavdar et al 2008). The TS ranged from 2.63% to 7.60% for OSB made from bamboo strands and bonded with pMDI (Sumardi and Suzuki 2014).…”
mentioning
confidence: 91%
“…It also contains free phenolic and aliphatic hydroxyl groups that can form a quinone methide intermediate, which reacts with an aldehyde, tannin, phenol, or isocyanate group with heating under alkaline conditions (Ballerini et al 2005;El Mansouri 2007a;Abdelwahab and Nassar 2011;Mansouri et al 2011). Due to these chemical characteristics, lignin is a good starting material for wood adhesives (Cetin and Ozmen 2002;Cavdar et al 2008). A study has been conducted to investigate the potential of using kraft lignin substituted phenol formaldehyde (PF) resin to produce experimental aspen oriented strand board (OSB) panel (Cavdar et al 2008).…”
Section: Introductionmentioning
confidence: 99%
“…Due to these chemical characteristics, lignin is a good starting material for wood adhesives (Cetin and Ozmen 2002;Cavdar et al 2008). A study has been conducted to investigate the potential of using kraft lignin substituted phenol formaldehyde (PF) resin to produce experimental aspen oriented strand board (OSB) panel (Cavdar et al 2008). The authors reported that the properties of aspen OSB panel bonded with kraft lignin substituted PF resin (50% of phenol was substituted by kraft lignin) including bending strength, internal bonding strength, thickness swelling, and water absorption, met the minimum requirements specified in the related standards, and they were comparable to those commercially manufactured OSB panels.…”
Section: Introductionmentioning
confidence: 99%