Round Timber Bolted Joints Reinforcement Methods

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This paper presents the results of static tests of non-reinforced and reinforced round timber bolted joints with slotted-in steel plates. In this article, a new approach to the reinforcement of round timber bolted joints is presented. Based on results from tension tests of timber bolted joint samples, reinforcement methods were proposed. From these, modified washers and boost with screws were chosen for further tension testing. Results were compared to unreinforced ones and rate of improvement established.

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351-355

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October 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Straka, B., Šmak, M. (2011) Joints with steel elements in timber structures (in Czech), in: Proceedings of International Conference Timber buildings 2011. Volyně, pp.151-158.

Google Scholar

[2] Lokaj, A. et al. (2010) Timber buildings and timber structures, chapter I. and II. (in Czech), CERM Akademické nakladatelství Brno, Brno.

Google Scholar

[3] Eurocode 5: Design of timber structures - Part 1-1: General – Common rules and rules for buildings. (2006).

DOI: 10.3403/03174906

Google Scholar

[4] Vavrušová, K. (2011) Verification of Selected Mechanical and Physical Characteristics of Timber Structures Materials (in Czech), [dissertation thesis], VŠB-TU Ostrava.

Google Scholar

[5] Lokaj, A., Vavrušová, K. (2011) Contribution to the probabilistic approach of the impact strength of wood, in: Engineering Mechanics 2011, Svratka, pp.363-366, ISBN: 978-80-87012-33-8.

Google Scholar

[6] Klajmonová, K., Lokaj, A. (2013).

Google Scholar

[7] Lokaj, A., Klajmonová, K., Carrying Capacity of Round Timber Bolted Joints with Steel Plates Under Static Loading. Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. Volume XII, Issue 2, Pages 100–105, ISSN (Online) 1804-4824, ISSN (Print) 1213-1962, DOI: 10. 2478/v10160-012-0023-5, January (2013).

DOI: 10.2478/v10160-012-0023-5

Google Scholar

[8] Blass, H. J., Schädle, P. (2011) Ductility aspects of reinforced and non-reinforced joints, in: Engineering Structures, Vol. 33, pp.3018-3026.

DOI: 10.1016/j.engstruct.2011.02.001

Google Scholar

[9] Lokaj, A., Marek, P. (2009) Simulation-based reliability assessment of timber structures, in: Proceedings of the 12th International Conference on Civil Structural and Environmental Engineering Computing. Funchal, Madeira, ISBN 978-190508830-0.

DOI: 10.4203/ccp.91.148

Google Scholar

[10] Kala, Z. Geometrically Non-linear Finite Element Reliability Analysis of Steel Plane Frames With Initial Imperfections, Journal of Civil Engineering and Management, 18(1), 2012, pp.81-90, ISSN 1392–3730 print / ISSN 1822–3605 online.

DOI: 10.3846/13923730.2012.655306

Google Scholar