The Load-Bearing Capacity of Timber-Glass Composite I-Beams Made with Polyurethane Adhesives

Author:

Rodacki Konrad1

Affiliation:

1. Cracow University of Technology, Department of Civil Engineering. Warszawska st 24, 31-155 Kraków , Poland

Abstract

Abstract This article discusses the issue of composite timber-glass I-beams, which are an interesting alternative for load-bearing beams of ceilings and roofs. The reasoning behind the use of timber-glass I-beams is the combination of the best features of both materials - this enables the creation of particularly safe beams with regard to structural stability and post-breakage load capacity. Due to the significant differences between the bonding surfaces of timber and glass, a study on the adhesion of various adhesives to both surfaces is presented at the beginning of the paper. After examination, two adhesives were selected for offering the best performance when used with composite beams. The beams were investigated using a four-point bending test under quasi-static loading.

Publisher

Walter de Gruyter GmbH

Subject

General Medicine

Reference33 articles.

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2. 2. Kreher K.: Load introduction with timber. Timber as reinforcement for glued composites (shear-walls, I-beams) structural safety and calculation-model, 9th World Conference on Timber Engineering, Portland 2006.

3. 3. Hamm J.: Tragverhalten von Holz und Holzwerkstoffen im statischen Verbund mit Glas, PhD thesis, École Polytechnique Fédérale de Lausanne, Switzerland 2000.

4. 4. Hamm J.: Development of timber-glass prefabricated structural elements, Innovative Wooden Structures and Bridges IABSE Conference 1, Lahti 2001, pp. 41-46.

5. 5. Cruz P. and Pequeno J.: Timber-Glass Composite Beams: Mechanical Behaviour and Architectural Solutions, Proceedings of the Challenging Glass Conference, Delft 2008, pp. 439-449.

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