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Withdrawal of pairs of threaded rods with small edge distances and spacings

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Abstract

An experimental investigation on withdrawal of pairs of screwed-in threaded rods embedded in glued-laminated timber elements is presented in this paper. Specimens with varying angles between the rod axis and the grain direction (α = 15°, 30°, 60°, 90°) and 2 different configurations with respect to edge distances and spacings were tested. The diameter and the embedment length of the rods were 20 and 450 mm, respectively. The threaded rods were embedded in a row perpendicular to the plain of the grain. The edge distances and spacings were smaller than the minimum requirements according to Eurocode 5. The withdrawal capacity of pairs of rods was compared to the withdrawal capacity of single rods and the effective number, n ef , was found to be in the range 1.72–1.94, despite the small edge distances and spacings. Based on the experimental results obtained, a simple approximating expression was derived for n ef . An analytical model based on Volkersen theory with an idealized bi-linear constitutive relationship was used to estimate the withdrawal capacity and stiffness. The analytical estimations were in good agreement with the experimental results. Finally, the withdrawal stiffness was estimated by use of finite element simulations. The numerical estimations for the withdrawal stiffness were also in good agreement with the experimental results.

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References

  • Abaqus analysis user’s guide, Version 6.13 (2013). Dassault Systèmes Simulia corp.

  • Angst V, Malo KA (2012) The effect of climate variations on glulam—an experimental study. Eur J Wood Prod 70:603–613

    Article  CAS  Google Scholar 

  • Blaß HJ, Krüger O (2010) Schubverstärkung von Holz mit Holzschrauben und Gewindestangen. (Shear reinforcement of wood with wooden screws and threaded rods). KIT Scientific Publishing, Karlsruhe (in German)

    Google Scholar 

  • Blaß HJ, Laskewitz B (1999) Effect of spacing and edge distance on the axial strength of glued-in rods. Paper presented at the proceedings of the 32nd CIB-W18 meeting Graz, Austria

  • Carradine D, Newcombe P, Buchanan A (2009) Using screws for structural applications in laminated veneer lumber. Paper presented at the proceedings of the 42nd CIB-W18 meeting Dübendorf, Switzerland

  • CEN (1991) EN 26891:1991 (ISO 6891:1983): Timber structures—joints made with mechanical fasteners—general principles for the determination of strength and deformation characteristics. European committee for standardization, Brussels, Belgium

  • CEN (2004) EN 1995-1-1:2004: Design of timber structures. Part 1-1: General-Common rules and rules for buildings. European committee for standardization, Brussels, Belgium

  • CEN (2006) EN 14358–2006: Timber structures—calculation of characteristic 5-percentile values and acceptance criteria of a sample. European committee for standardization, Brussels, Belgium

  • CEN (2013) EN 14080–2013: Timber structures—glued laminated timber and glued solid timber—requirements. European committee for standardization, Brussels, Belgium

  • Dahl K (2009) Mechanical properties of clear wood from Norway spruce. Ph. D. Thesis, Norwegian University of Science and Technology

  • DIBt (2010) SFS intec, GmbH., Gewindestangen mit Holzgewinde als Holzverbindungsmittel, (Threaded rods with wooden rod as wooden fastener) Allgemeine bauaufsichtliche Zulassung Z-9.1-777. Deutsches Institut für Bautechnik

  • DIBt (2011) SFS intec, GmbH., SFS Befestiger WT-S-6,5; WT-T-6,5; WT-T-8,2; WR-T-9,0 und WR-T-13 als Holzverbindungsmittel, Zulassungnummer Z-9.1-472. Deutsches Institut für Bautechnik

  • DIBt (2013) European Technical Approval ETA-11/0190. Deutsches Institut für Bautechnik

  • DIN (2008) DIN 1052:2008–12: design of timber structures—general rules and rules for buildings. Deutsches Institut für Normung, Berlin, Germany

  • Gehri E (2009) Influence of fasteners spacings on joint performance—experimental results and codification. Paper presented at the proceedings of the 42nd CIB-W18 meeting Dübendorf, Switzerland

  • Jensen JL, Koizumi A, Sasaki T, Tamura Y, Iijima Y (2001) Axially loaded glued-in hardwood dowels. Wood Sci Technol 35:73–83

    Article  CAS  Google Scholar 

  • Koubek R, Dedicova K (2014) Friction of wood on steel. Master’s Thesis, Linnaeus University

  • Krenn H, Schickhofer G (2009) Joints with inclined screws and steel plates as outer members. Paper presented at the proceedings of the 42nd CIB-W18 meeting Dübendorf, Switzerland

  • Mahlknecht U, Brandner R, Ringhofer A, Schickhofer G (2014) Resistance and failure modes of axially loaded groups of screws. In: Aicher S, Reinhardt HW, Garrecht H (eds) Materials and joints in timber structures—recent developments of technology, vol 9. Springer: RILEM Bookseries, Dordrecht, pp 289–300. doi:10.1007/978-94-007-7811-5_27

    Chapter  Google Scholar 

  • Mori T, Nakatani M, Kawahara S, Shimizu T, Komatsu K (2008) Influence of the number of fastener on tensile strength of lagscrewbolted glulam joint. Paper presented at the proceedings of the 10th world conference on timber engineering, Miyazaki, Japan

  • Nakatani M, Komatsu K (2004) Development and verification of theory on pull-out properties of Lagscrewbolted timber joints. Paper presented at the proceedings of the 8th world conference on timber engineering, Lahti, Finland

  • Nakatani M, Walford B (2010) Influence of timber dimension on withdrawal behaviour of lagscrewbolt. Paper presented at the proceedings of WCTE 2010—world conference on timber engineering, Trentino, Italy

  • Ringhofer A, Brandner R, Schickhofer G (2015) A universal approach for withdrawal properties of self-tapping-screws in solid timber and laminated timber products. Paper presented at the proceedings of the 2nd INTER meeting Šibenik, Croatia

  • Stamatopoulos H (2016) Withdrawal properties of threaded rods embedded in glued-laminated timber elements. Ph. D. Thesis, Norwegian University of Science and Technology

  • Stamatopoulos H, Malo KA (2015a) Characteristic withdrawal capacity and stiffness of threaded rods. Paper presented at the proceedings of the 2nd INTER meeting Šibenik, Croatia

  • Stamatopoulos H, Malo KA (2015b) Withdrawal capacity of threaded rods embedded in timber elements. Constr Build Mater 94:387–397

  • Stamatopoulos H, Malo KA (2016) Withdrawal stiffness of threaded rods embedded in timber elements. Constr Build Mater 116:263–272

    Article  Google Scholar 

  • Volkersen O (1938) Die Nietkraftverteilung in zugbeanspruchten Nietverbindungen mit konstanten Laschenquerschnitten. (The rivet-force distribution in tension-stressed rivet joints with constant adherends thickness). Luftfahrtforschung 15:41–47 (in German)

    Google Scholar 

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Acknowledgements

The support by The Research Council of Norway (208052) and The Association of Norwegian Glulam Producers, Skogtiltaksfondet and the Norwegian Public Road Administration is gratefully acknowledged.

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Correspondence to Haris Stamatopoulos.

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Stamatopoulos, H., Malo, K.A. Withdrawal of pairs of threaded rods with small edge distances and spacings. Eur. J. Wood Prod. 76, 31–42 (2018). https://doi.org/10.1007/s00107-016-1146-7

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  • DOI: https://doi.org/10.1007/s00107-016-1146-7

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