Reinforced Round Timber Bolted Joints under Cyclic Loading

Antonín Lokaj; Kristýna Klajmonová

doi:10.4028/www.scientific.net/AMR.1020.199

Paper Titles

Load Bearing Capacity Tests of Mechanical Joining on Timber-Concrete Beam
p.177

Numerical Modelling of Historical Masonry Structures
p.182

Propagation of the Surface of a Strong Discontinuity in the Hyperelastic Materials
p.188

The Characterization of Porosity and Frost Resistance of Concrete with Fly Ashes Modified
p.193

Reinforced Round Timber Bolted Joints under Cyclic Loading
p.199

Comparison of Measured Displacement of the Plate in Interaction with the Subsoil and the Results of 3D Numerical Model
p.204

Post-Cracking Steel Fiber Reinforced Concrete Slabs with Subsoil Interaction
p.210

Dynamic Experimental Analysis of a Steel Bridge
p.215

Measurement Processes and Destructive Testing of Fiber Concrete Foundation Slab Pattern
p.221

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1020Reinforced Round Timber Bolted Joints under Cyclic...

Reinforced Round Timber Bolted Joints under Cyclic Loading

Abstract:

Aim of this article is in presentation of results of dynamic tests of reinforced round timber bolted connections with slotted – in steel plates. Multicyclic dynamic (fatigue) tests in tension were made with round timber joints on pulsator. Results of laboratory tests have been statistically evaluated and completed with graphical records of carrying capacity of connections in tension corresponding to number of loading cycles.

You might also be interested in these eBooks

Contemporary Problems in Architecture and Construction

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 1020)

Pages:

199-203

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1020.199

Citation:

Cite this paper

Online since:

October 2014

Authors:

Antonín Lokaj*, Kristýna Klajmonová

Keywords:

Bolt, Carrying Capacity, Dynamic, Fatigue, Joint, Multicycle, Reinforcement, Round Timber, Screw, Static

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Malo, K. A. et al. (2002) Fatigue Tests of Dowel Joints in Timber Structures, Part II: Fatigue Strength of Dowel Joints in Timber Structures. Nordic Timber Bridge Project, ISBN 82-7120-035-6. Nordic Timber Council AB, Stockholm, Sweden.

DOI: 10.2749/222137801796349169

Google Scholar

[2] 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

[3] Eurocode 5: Design of timber structures - Part 1-1: General – Common rules and rules for buildings. (2004).

DOI: 10.3403/03174906

Google Scholar

[4] Klajmonová, K., Lokaj, A. (2013).

Google Scholar

[5] Lokaj, A., Klajmonová, K. (2013).

Google Scholar

[6] Smith, I. et al. (2003) Fracture and Fatigue in Wood. John Wiley & Sons, England.

Google Scholar

[7] 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

[8] 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

[9] Krejsa , M., Janas, P., Čajka, R. (2013) Using DOProC Method in Structural Reliability Assessment. In: Applied Mechanics and Materials (Volume 300 – 301), pp.860-869. February (2013).

DOI: 10.4028/www.scientific.net/amm.300-301.860

Google Scholar

[10] Křivý, V., Marek, P., Kreislová, K., Knotková, D. (2013) Bestimmung der Dickenzuschläge für wetterfesten Stahl im Brückenbau. Stahlbau 82 (8), DOI: 10. 1002/stab. 2013100342013.

DOI: 10.1002/stab.201310034

Google Scholar

[11] 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

[12] Lokaj, A., Klajmonová, K., Carrying Capacity of Round Timber Bolted Joints with Steel Plates under Static Loading. In: 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