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References
Davids WG, Landis EN, Nagy E, Fournier C 2005. Lattice modeling of wood to predict failure and fracture, 8th US Congress on Computational Mechanics.
Davids WG, Landis EN, Vasic S 2003. Lattice models for the prediction of load-induced failure and damage in wood, Wood and Fiber Science: 120-134.
Davids WG, Mahoney J 1999. Experimental verification of rigid pavement joint load transfer modeling with EverFe, Transportation Research Record, National Research Council, (1684): 81-89.
Davids WG, Richie M, Gamache C 2005. Fatigue of glulam beams with fiber-reinforced polymer tension reinforcing, Forest Products Journal, 55(1): 93-101.
Davids WG, Richie M, Gamache C 2004. Flexural fatigue of glulam beams with fiber-reinforced polymer tension reinforcing, Proceedings of the ASCE Structures Congress 2004: Building on the Past, Securing the Future.
Davids WG 2000. 3D Finite element study on load transfer at doweled joints in flat and curled rigid pavements, 2nd International Symposium on 3D Finite Element for Pavement Analysis, Design and Research.
Davids WG 2000. Foundation Modeling for Jointed Rigid Pavements, 79th Annual Meeting of the Transportation Research Board.
Davids WG 1999. Modeling creep behavior in FRP reinforced laminated beams, 1st International Conference on Advanced Engineered Wood Composites: 26.
Davids WG 2006. Newton’s Second Law in Civil/Structural Engineering, 26th State-Wide Meeting of High School Physics and Physical Science Teachers.
Davids WG 2007. Testing and analysis of inflatable fabric beams and arches.
Davids W, Dagher HJ, Weaver C 2002. FRP glulam-concrete bridge girders with partial composite action, ASCE Structures Congress 2002: Performance of Structures – From Research to Design.
Davids W., Dagher H., Sanchez O., Weaver C. 2005. Design, construction and load testing of a composite FRP-glulam-concrete girder bridge, Transportation Research Record: Journal of the Transportation Research Board, CD 11-S, TRB: 409-417, National Research Council.
Davids WG, Fournier C, Nagy E, Landis E 2006. Lattice models of spruce: Simulations of failure and fracture and correlation with small-scale experiments, 7th World Congress on Computational Mechanics.
Davids W., Richie M., Gamache C. 2004. Flexural fatigue of glulam beams with fiber-reinforced polymer tension reinforcing.
Davids W 2005. Full-scale beam fatigue testing, Abstracts of the Proceedings, 3rd International Conference on AEWCs.
Davids WG, Cassidy E, Dagher HJ, Gardner DJ 2003. FRP reinforced oriented strand board panels for disaster-resistant construction, ASCE Structures Congress 2003: Engineering Smarter.
Davids WG 2001. Nonlinear analysis of FRP-glulam-concrete beams with partial composite action , Journal of Structural Engineering, 127(8): 967-971.
Davis E, Shaler SM, Goodell B 2003. The incorporation of paper deinking sludge into fiberboard, Forest Products Journal, 53(11/12): 46-54.
Deresse T, Sheperd RK, Shaler SM 2003. Microfibril angle variation in red pine (Pinus resinosa Ait.) and its relation to the strength and stiffness of early juvenile wood, Forest Products Journal, 53(7/8): 34-40.
Dura M. 2003. Behavior of hybrid wood plastic composite-fiber reinforced polymer structural members for use in sustained loading applications.
Dura M, Lopez-Anido RA, Dagher HJ, Gardner DJ, O'Neill SR, Stephens KL 2005. Experimental behavior of hybrid wood-plastic composite-FRP-structural members for use in sustained loading applications, 8th International Conference on Woodfiber-Plastic Composites (and other natural fibers).
Dutta PK, Kwon SC, Lopez-Anido R 2002. Fatigue evaluation of FRP composite bridge deck systems under extreme temperatures, Proceedings of the 2nd International Conference on Durability of Fibre Reinforced Polymer (FRP) Composites for Construction (CDCC 2002).
Dutta P, Lopez-Anido R, Kwon S 2007. Fatigue durability of FRP composite bridge decks at extreme temperatures, International Journal of Materials and Product Technology, 28, 1/2: 198-216.
Dutta PK, Kwon SC, Durrell GD, Lopez-Anido R, Kim YH. Fatigue studies of FRP composite decks at – 30C and 50C, Proceedings of the 12th International Offshore and Polar Engineering Conference.
Edgar R 2005. Triangular strand lumber: a new structural composite lumber product, Abstracts of the Proceedings, 3rd International Conference on AEWCs.
 
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