Elastomeric Bonded Wood Beams with Transverse Gapsby Rafik Y. Itani, (A.M.ASCE), Asst. Prof.; Dept. of Civ. and Environmental Engrg., Washington State Univ., Pullman, Wash.,
Francisco A. Brito, Philip M. Botch Assoc., Bellevue, Wash.,
Serial Information: Journal of the Structural Division, 1978, Vol. 104, Issue 10, Pg. 1595-1609
Document Type: Journal Paper
This paper describes the development of expressions for stresses in and deflection of a two-layered T-beam bonded with an elastomeric adhesive. The beam is simply supported and subjected to a uniformly distributed load. Two flange conditions are investigated: discontinuities at third points and at fourth points. Relationships among stresses, deflections, and glue line rigidity are developed and solutions to illustrative examples are presented.
Subject Headings: Wood beams | Bonding | Displacement (mechanics) | Beams | Adhesives | Load factors | Flanges | Load distribution | Layered systems
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