Steel‐Reinforced Glued Laminated Timber
Publication: Journal of Structural Engineering
Volume 115, Issue 2
Abstract
A possible candidate for replacement of tension laminations in glulam beams is examined. The replacement is a composite of concrete‐reinforcing steel embedded in oriented flakeboard. Pullout tests were used to select the best of three possible furnishes for the composite. After this selection, beams were fabricated. Control beams with no reinforcing and beams with one lamina replaced with the steel‐wood composite were tested. The beams were tested both dry (50% RH) and wet (90% RH). The dry beams exhibited increases in stiffness of 24% and 32% and increases in ultimate moment capacity of 29% and 30% for one number 3 or number 4 bar, respectively, in the beam. The wet beams also showed increases in stiffness on the order of 30% but showed no significant increases in strength. This lack of reinforcing effect is likely to be a combination of increased steel stress due to reduced wood modulus of elasticity with increased moisture content and decreased flakeboard internal bond strength due to increased moisture content.
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Copyright © 1989 ASCE.
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Published online: Feb 1, 1989
Published in print: Feb 1989
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