Bearing Capacity of a Scarf Joint

Article Preview

Abstract:

The bearing capacity of a scarf joint depends on the length of the joint and the type of connection. It is possible to use circular bolts or squared dowels. Both connection tools used in the repairs of historic timber structures are made of wood according to the requirements of the heritage authority.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

94-98

Citation:

Online since:

June 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] P. Fajman, A scarf joint for reconstructions of historical structures, Advanced Materials Research 969 (2014) 9-15.

DOI: 10.4028/www.scientific.net/amr.969.9

Google Scholar

[2] K. Sobra, P. Fajman, Utilization of splice skew joint with a key in the reconstruction of historical trusses, Advanced Materials Research 688 (2012) 207-212.

DOI: 10.4028/www.scientific.net/amr.688.207

Google Scholar

[3] J.M. Branco, M. Piazza, P.J.S. Cruz, Experimental evaluation of different strengthening techniques of traditional timber connections, Engineering Structures. Vol. 33, No. 8 (2011) 2259-2270. URI: http: /hdl. handle. net/1822/13592.

DOI: 10.1016/j.engstruct.2011.04.002

Google Scholar

[4] M.A. Parisi, C. Sordie, Mechanical behaviour of double-step timber joints, Construction and Building Materials. Vol. 24, No. 8 (2010) 1364-1371.

DOI: 10.1016/j.conbuildmat.2010.01.001

Google Scholar

[5] R.H. Sangree, B.W. Schafer, Experimental and numeric analysis of a stop-splayed traditional timber scarf joint with key, Construction and Building Materials. Vol 23, No. 1 (2009) 376-385. ISSN 0950-0618.

DOI: 10.1016/j.conbuildmat.2007.11.004

Google Scholar

[6] J. Milch, J. Tippner, M. Brabec, V. Sebera, Experimental Verification of Numerical Model of Single and Double-Shear Dowel-Type Joints of Wood, in: 57th International Convention of Society of Wood Science and Technology, 2014, Monona, Society of Wood Science and Technology, pp.368-376.

DOI: 10.1007/s00226-016-0848-7

Google Scholar

[7] J. Kunecky, V. Sebera, M. Tippner, M. Kloiber, Numerical assessment of behaviour of a historical central European wooden joint with a dowel subjected to bending in Conference Proceedings of 9th International Conference on Structural Analysis of Historical Constructions, np. 8, Mexico City, Instituto de Ingenieria (2014).

Google Scholar

[8] P. Fajman, J. Maca, Scarf Joints with Pegs or Keys and Dovetails, in: Proceedings of the International Conference on Structural Health Assessment of Timber Structures, SHATIS 15, September 2015, Wroclaw, Poland, Vol. 2, pp.899-906.

Google Scholar

[9] J. Kunecky, V. Sebera, J. Tippner, A. Arciszewska-Kędzior, H. Hasnikova, M. Kloiber, Experimental assessment of historical full-scale timber joint accompanied by a finite element analysis and digital image correlation, Construction and Building Materials 76 (2015).

DOI: 10.1016/j.conbuildmat.2014.11.034

Google Scholar