Chapter
May 7, 2012
Investigation on Failure Behavior of Mixed-Species Glued Laminated Timber Beams
Publication: Architectural Engineering 2003: Building Integration Solutions
Abstract
The reported research aims to provide means to improve the performances of timber structures, particularly when brittle behavior of timber elements can represent an obstacle in adopting timber structures. Several technological approach solutions are under investigation within the frame of a three-year national research project: the first solution analyzed is the mixed glulam beam manufactured coupling laminations of different wood species, featuring a better performance as far the global ductile behavior is concerned. A numerical iterative approach has been adopted to determine the moment-curvature relationship in the plastic field up to failure. The tests performed so far confirm the expected behavior on the basis of the numerical analysis.
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© 2003 American Society of Civil Engineers.
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Published online: May 7, 2012
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Authors
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Massimo Del Senno
TTI Trees and Timber Institute, CNR, Via Biasi 75, S. Michele all'Adige 38010, Trento, Italy
Franco Paganini
TTI Trees and Timber Institute, CNR, Via Biasi 75, S. Michele all'Adige 38010, Trento, Italy
Maurizio Piazza
Dpt. Mechanical and Structural Engineering, University of Trento, Via Mesiano 77, 38050 Trento, Italy
Roberto Tomasi
Dpt. Mechanical and Structural Engineering, University of Trento, Via Mesiano 77, 38050 Trento, Italy
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.