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Analysis of vertically, mechanically laminated wood membersBohnhoff, David Roy, January 1988 (has links)
Thesis (Ph. D.)--University of Wisconsin--Madison, 1988. / Vita. Includes bibliographical references (p. 228-230).
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Experimental investigation of a novel finite element model for Southern pine glulam beams /Yadama, Vikram. January 1990 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1990. / Vita. Abstract. Includes bibliographical references (leaves 222-226). Also available via the Internet.
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Chloropicrin movement and fungitoxicity in decaying southern pine laminated timbers /Goodell, Barry Scott. January 1979 (has links)
Thesis (M.S.)--Oregon State University, 1980. / Typescript (photocopy). Includes bibliographical references. Also available on the World Wide Web.
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Fabrication and design of glued laminated wood structural membersFreas, Alan D'Yarmett, January 1952 (has links)
Thesis (C.E.)--University of Wisconsin--Madison, 1952. / Typescript. "Preliminary copy of proposed technical bulletin, U.S. Dept. of Agriculture, by A.D. Freas and M.L. Selbo." eContent provider-neutral record in process. Description based on print version record.
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A novel wood-strand composite laminate using small-diameter timberWeight, Shilo Willis, January 2007 (has links) (PDF)
Thesis (M.S. in civil engineering)--Washington State University, May 2007. / Includes bibliographical references.
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Stresses in pitch-cambered glulam beamsThut, Walter K. January 1970 (has links)
The stress distribution near the centerline apex of pitch-cambered glulam beams is analysed. The analysis is done with an orthotropic trapezoidal finite element utilizing the stiffness approach. The element is tested with various grid sizes against known solutions and shown to give an overall accuracy to within five percent.
Radial tension stresses perpendicular to grain due to moment, were calculated for various geometries and plotted as a design aid. These stresses can be several times those found in a uniform curved beam.
The effect of changing the elastic moduli of the whole beam or individual laminations was investigated and found to be unimportant.
Radial stress due to shear forces was found to be unimportant.
Radial stress for one typical geometry due to moisture change was investigated in detail. This showed that ten pounds per square inch tensile stress was generated
for a one percent change in moisture content.
Twenty two tests were performed on tension perpendicular
to grain to indicate that the allowable stress would be near thirty five pounds per square inch.
A numerical example and design recommendations are included. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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Experimental and finite-element analysis of stress distributions near the end of reinforcement in partially reinforced glulam /Kirlin, Chad P. January 1900 (has links)
Thesis (M.S.)--Oregon State University, 1996. / Typescript (photocopy). Includes bibliographical references (leaves 162-166). Also available on the World Wide Web.
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Wood deck bridges-stress laminated wood panels on steel beamsKing, Bryan L. January 2001 (has links)
Thesis (M.S.)--West Virginia University, 2001. / Title from document title page. Document formatted into pages; contains xi, 157 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 96).
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A descriptive and developmental study of the design and use of flexible molding devices for wood lamination bending in industrial arts programs /Lento, Robert. January 1971 (has links)
Thesis (Ed. D.)--Teacherss College, Columbia University, 1971. / Typescript; issued also on microfilm. Sponsor: William J. Mahoney. Dissertation Committee: Joseph G. Shannon. Includes bibliographical references (leaves 105-107).
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Development of frp-glulam panel for bridge deck replacement /Xu, Han, January 2001 (has links) (PDF)
Thesis (M.S.) in Civil and Environmental Engineering--University of Maine, 2001. / Includes vita. Includes bibliographical references (leaves 196-205).
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