Prestressed Glued-Laminated Timber Beam—Pilot Study
Author:
Affiliation:
1. Prof., Dept. of Civ. and Arch. Engrg., Univ. of Wyoming, Laramie, WY 82071.
2. NSF and EPSCoR Res. Asst., Univ. of Wyoming, Laramie, WY.
3. Arch., U.S. Forest Service, Kremmling, CO.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%281997%291%3A1%2810%29
Reference10 articles.
1. Borden Packaging and Industrial Products. (1983). Recommended practices laminating softwoods for wet use with Cascophen resign glues . Domestic and Int. Div. Borden Inc. Bellevue Wash.
2. Steel‐Reinforced Glued Laminated Timber
3. Davalos J. F. Salim H. and Munipalli U. (1992). “GluLam-GFRP composite beam for stress laminated T-system bridges.” Advanced composite materials in bridges and structures Can. Soc. of Civ. Engrg. (CSCE) Montreal Canada.
4. DuPont. (1987). Data Manual for Kevlar 49 aramids . Material Sciences Corp. Spring Hill Pa.
5. FGRG: Fibreglass reinforced gluelam ? A new composite
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