Investigating the use of bow for prestressing lamellas of glulam beams made with young Eucalyptus grandis timber

[Display omitted] •Glulam beams were manufactured from seven-year-old Eucalyptus grandis timber with knots and different levels of bow.•Beams were prestressed by straightening the inherent bow present in the lamellas.•No influence of prestress was found, but lamellas with higher bow levels returned...

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Veröffentlicht in:Construction & building materials 2023-01, Vol.362, p.129725, Article 129725
Hauptverfasser: Balboni, Bruno Monteiro, Wessels, C. Brand, Ribeiro, Marcelo Leite, Garcia, José Nivaldo
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Sprache:eng
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Zusammenfassung:[Display omitted] •Glulam beams were manufactured from seven-year-old Eucalyptus grandis timber with knots and different levels of bow.•Beams were prestressed by straightening the inherent bow present in the lamellas.•No influence of prestress was found, but lamellas with higher bow levels returned beams with improved flexural properties.•Use of lamellas with bow above the allowable distortion limits can result in high value products. Young plantation forests can be used as a resource for structural sawn timber products to help reduce the embodied carbon emissions of buildings. Eucalyptus spp. are amongst the most promising species due to their adaptability and high growth rates. However, young Eucalyptus forests often produce timber containing defects such as excessive warp (due to growth stresses) and knots. We hypothesize that using lamellas that are bowed can result in prestressed glulam beams and, in this way, improve their load capacity and lower the impact of knots. Eighteen (18) glulam beams were manufactured with lamellas of varying bow distortion levels. Nine of the beams had the pre-tensioned side coincident with the tension side of the beam, and the other nine with the compression side. Results indicate that lamellas with increased bow did have better inherent flexural properties than straight lamellas, and hence more bowed lamellas resulted in beams with improved bending strength and stiffness irrespective of pre-tensioning. On the other hand, the prestress added to the beams through the straightening of lamellas did not influence the beams’ stiffness or strength. In total, 80% of the lamellas had bow above the limits established by a usual standard for hardwood timber which would normally result in a rejected product. Utilizing bowed timber for laminated beams result in a high value product and reinforces the potential of young fast-growing plantation forests to provide raw material to the timber and construction industries.
ISSN:0950-0618
1879-0526
DOI:10.1016/j.conbuildmat.2022.129725