Abstract
For increased requirements in terms of load-carrying capacity and long spans, a hybrid composite beam made of glulam and high-performance materials was developed at the Bauhaus University Weimar in cooperation with a local SME. The compression zone at the top of the beam is reinforced by an epoxy-based Polymer Concrete (PC). The tension zone at the bottom is strengthened either with Fiber Reinforced Plastics (FRP) - or steel-reinforced lamellas made of Laminated Veneer Lumber (LVL). Further reinforcing elements increase the shear resistance or improve the transverse load-carrying capacity at the bearings. By the use of PC all parts are surface mounted with a stiff connection.
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© 2014 RILEM
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Jahreis, M., Kästner, M., Hädicke, W., Rautenstrauch, K. (2014). Development of a High-Performance Hybrid System Made of Composites and Timber (High-Tech Timber Beam®). In: Aicher, S., Reinhardt, HW., Garrecht, H. (eds) Materials and Joints in Timber Structures. RILEM Bookseries, vol 9. Springer, Dordrecht. https://doi.org/10.1007/978-94-007-7811-5_38
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DOI: https://doi.org/10.1007/978-94-007-7811-5_38
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-007-7810-8
Online ISBN: 978-94-007-7811-5
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