TY - GEN
T1 - Tension perpendicular to grain strength of wood, laminated veneer lumber, and a wood plastic composite
AU - Hummer, Tracy
AU - Dolan, J. Daniel
AU - Wolcott, Michael
PY - 2006/12/1
Y1 - 2006/12/1
N2 - A study to quantify the tension perpendicular to grain (or extrusion direction) strength of dimensional lumber, laminated veneer lumber (LVL), and wood plastic composite (WPC) structural members has been completed. Wood, LVL and WPCs display orthotopic properties where decreased properties are noted perpendicular to the primary direction of the member (member axis or extrusion direction). The study was undertaken after significant evidence that tension perpendicular failures were controlling the failure mechanisms for diaphragms with framing members using LVL related products and shear walls using WPC for sill plates. The tension perpendicular to grain study followed the ASTM D143 test standards for fabricating the test specimens and conducting the tests. The results indicate that LVL does have lower tension perpendicular to grain strength than solid wood and that WPC has higher strength than wood, but is adversely affected when employing certain die technologies for manufacture.
AB - A study to quantify the tension perpendicular to grain (or extrusion direction) strength of dimensional lumber, laminated veneer lumber (LVL), and wood plastic composite (WPC) structural members has been completed. Wood, LVL and WPCs display orthotopic properties where decreased properties are noted perpendicular to the primary direction of the member (member axis or extrusion direction). The study was undertaken after significant evidence that tension perpendicular failures were controlling the failure mechanisms for diaphragms with framing members using LVL related products and shear walls using WPC for sill plates. The tension perpendicular to grain study followed the ASTM D143 test standards for fabricating the test specimens and conducting the tests. The results indicate that LVL does have lower tension perpendicular to grain strength than solid wood and that WPC has higher strength than wood, but is adversely affected when employing certain die technologies for manufacture.
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M3 - Conference contribution
AN - SCOPUS:84860817778
SN - 9781622762859
T3 - 9th World Conference on Timber Engineering 2006, WCTE 2006
SP - 102
EP - 107
BT - 9th World Conference on Timber Engineering 2006, WCTE 2006
T2 - 9th World Conference on Timber Engineering 2006, WCTE 2006
Y2 - 6 August 2006 through 10 August 2006
ER -