Published Date
, Volume 74, Issue 3, pp 463–466
Brief Original
Cite this article as:
Stepinac, M., Rajčić, V., Hunger, F. et al. Eur. J. Wood Prod. (2016) 74: 463. doi:10.1007/s00107-016-1037-y
Abstract
Beech laminated veneer lumber is a new engineered wood product with superior mechanical properties and high density. In order to take advantage of this superior mechanical performance in the case of connections with glued-in rods a series of pull compression tests with different angles to the grain have been performed applying both polyurethane and epoxy resin as adhesives. No influence of the grain angle on the load carrying capacity could be found. In addition, a survey on design rules and their acceptance in practice has been carried out, showing a clear need for further standardization.
References
For further details log on website :
http://link.springer.com/article/10.1007/s00107-016-1037-y
, Volume 74, Issue 3, pp 463–466
Title
Glued-in rods in beech laminated veneer lumber
- First Online:
- 08 April 2016
DOI: 10.1007/s00107-016-1037-y
Abstract
Beech laminated veneer lumber is a new engineered wood product with superior mechanical properties and high density. In order to take advantage of this superior mechanical performance in the case of connections with glued-in rods a series of pull compression tests with different angles to the grain have been performed applying both polyurethane and epoxy resin as adhesives. No influence of the grain angle on the load carrying capacity could be found. In addition, a survey on design rules and their acceptance in practice has been carried out, showing a clear need for further standardization.
References
- EN1382 (1999) Timber structures—test methods—withdrawal capacity of timber fasteners
- Hunger F, Stepinac M, Rajcic V, van de Kuilen J-W (2016) Pull-compression tests on glued-in metric thread rods parallel to grain in glulam and laminated veneer lumber of different timber species. Eur J Wood Prod. doi:10.1007/s00107-015-1001-2
- prEN 1995-2 (2003) Design of timber structures, Part 2: Bridges. Final Project Team draft. Stage 34, European Committee for Standardization, Brussels, Belgium
- Steiger R, Gehri E, Widmann R (2007) Pull-out strength of axially loaded steel rods bonded in glulam parallel to the grain. Mater Struct 40(1):57–68CrossRef
- Stepinac M, Rajcic V, Hunger F, van de Kuilen J-W, Tomasi R, Serrano E (2013) “CIB-W18/46-7-10: comparison of design rules for glued-in rods and design rule proposal for implementation in European standards”. In: Proceedings of CIB-W18 Meeting Forty-six, Vancouver, Canada
- Tlustochowicz G, Serrano E, Steiger R (2010) State-of-the-art review on timber connections with glued-in steel rods. Mater Struct 44(5):997–1020CrossRef
- Widmann R, Steiger R, Gehri E (2007) Pull-out strength of axially loaded steel rods bonded in glulam perpendicular to the grain. Mater Struct 40(8):827–839CrossRef
For further details log on website :
http://link.springer.com/article/10.1007/s00107-016-1037-y
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