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dc.contributor.advisorLim, Hyungsuk (Thomas)en_US
dc.contributor.authorTripathi, Sachin
dc.contributor.otherLi, Minghaoen_US
dc.contributor.otherTang, Juliet D.en_US
dc.contributor.otherBarnes, H. Michaelen_US
dc.date.accessioned2019-07-19T19:38:09Z
dc.date.available2019-07-19T19:38:09Z
dc.date.issued8/9/2019
dc.identifier.urihttps://hdl.handle.net/11668/14597
dc.description.abstractThis research study investigates the effect of micronized copper azole type C (MCA-C) preservative system on the rolling shear (RS) properties of CLT. In the first part of research, bonding performance of CLT panels treated at two retention levels, 0.96 kg/m3 and 2.5 kg/m3, were evaluated. Three structural adhesive systems, melamine formaldehyde (MF), resorcinol formaldehyde (RF) and one-component polyurethane (1C-PUR) were used to assemble visually graded No. 2 2×6 southern yellow pine (SYP) lumber while manufacturing CLT panels. For treated CLT panels, 1C-PUR provides better bonding performance test results. The RS properties of MCA-C treated CLT panels were studied in the second part of the research. The CLT panels were subjected to out-of-plane loading according to the EN 16351 standard. The mean values of RS strength and modulus of treated CLT were 1.89 MPa and 289.4 MPa respectively.en_US
dc.language.isoen_USen_US
dc.subjectCross-laminated timber (CLT)en_US
dc.subjectmicronized copper azole type C (MCA-C)en_US
dc.subjectRolling shear propertiesen_US
dc.subjectBonding propertiesen_US
dc.titleMechanical properties of cross-laminated timber (CLT) panels composed of treated dimensional lumberen_US
dc.typeGraduate Thesisen_US
dc.publisher.departmentDepartment of Sustainable Bioproductsen_US
dc.publisher.collegeCollege of Forest Resourcesen_US
dc.subject.degreeMaster of Scienceen_US
dc.subject.majorWood Science and Wood Productsen_US
dc.subject.majorPulp and Paper Technologyen_US
dc.rights.embargodescriptionComplete Embargo 1 Year
dc.rights.embargoliftdate08/15/2020


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