TECHNICAL PAPERS
Oct 2, 2010

Strength of Joints with Epoxy-Glued Threaded Steel Rods in Tali Timber

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 4

Abstract

This paper describes the experimental analysis of joints made with threaded steel rods epoxy-glued into high-density hardwood. Seventy specimens of 10 different types were tested until failure with a pull-pull device. The objective of the study was to evaluate the influence of the geometric and mechanical parameters of the joint on axial strength. Experimental results question the application of the existing joint design formulas to the case of high-density hardwood. Hence, experimental study on glued joints should be extended to include a greater variety of timbers of different densities.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research was sponsored by the Ministry of Innovation and Industry (Xunta de Galicia) through the research project “Sistemas de mejora de la tecnologia de la union con adhesivos de barras de acero insertadas en madera” (Systems to improve the technology of joints made with steel rods glued in timber). The financial support is gratefully acknowledged.

References

Asociación Española de Normalización y Certificación (AENOR). (1977). “Physical-mechanical characteristics of wood. Determination of specific weight.” UNE 56531-77.
Asociación Española de Normalización y Certificación (AENOR). (1992). “Eurocode 3: Design of steel structures Part 1.1. General rules and rules for buildings.” UNE-EN 1993-1-1.
Asociación Española de Normalización y Certificación (AENOR). (2004). “Timber structures—Structural timber and glued laminated timber—Determination of some physical and mechanical properties.” UNE-EN 408.
Blaß, H. J., and Laskewitz, B. (2002). “Glued-in rods for timber structures—GIROD.” GIROD Project SMT4-CT97-2199, SP Swedish National Testing and Research Institute, Boras, Sweden.
Broughton, J. G., and Hutchinson, A. R. (2001). “Pull-out behaviour of steel rods bonded into timber.” Mater. Struct., 34(2), 100–109.
del Senno, M., Piazza, M., and Tomasi, R. (2004). “Axial glued-in steel timber joints—experimental and numerical analysis.” Holz Roh-Werkst, 62(2), 137–146.
Deng, J. X., Moss, P. J., and Buchanan, A. H. (1998). “Glued bolts in glulam: An analysis of stress distribution.” 5th World Conf. on Timber Engineering, Presses Polytechyniques et Universitaires Romades, Montreux, Switzerland.
Estévez Cimadevila, J., and Vázquez Rodríguez, J. A. (2004). “Spatial truss of hollow bars made of laminated timber supported by walls of reinforced masonry.” J. IASS, 45-1(144), 13–21.
Estévez Cimadevila, J., Vázquez Rodríguez, J. A., and Otero Chans, M. D. (2007). “Experimental behaviour of threaded steel rods glued into high-density hardwood.” Int. J. Adhes. Adhes., 27(2), 136–144.
Eurocode 5 prEN 1995-2. (2003). “Draft rules for bonded-in rods. Design of timber structures, Part 2: Bridges.” CEN/TC 250/SC5.
Feligioni, L., Lasvisci, P., Duchanois, G., de Ciechi, M., and Spinelli, P. (2003). “Influence of glue rheology and joint thickness on the strength of bonded-in rods.” Holz Roh-Werkst, 61(4), 281–287.
Madhoushi, M., and Ansell, M. P. (2004). “Experimental study of static fatigue strengths of pultruded GFRP rods bonded into LVL and glulam.” Int. J. Adhes. Adhes., 24(4), 319–325.
Otero Chans, D., Estévez Cimadevila, J., and Martín Gutiérrez, E. (2008). “Glued joints in hardwood timber.” Int. J. Adhes. Adhes., 28(8), 457–463.
Otero Chans, D., Estévez Cimadevila, J., and Martín Gutiérrez, E. (2009). “Influence of the geometric and material characteristics on the strength of glued joints made in chestnut timber.” Mater. Des., 30(4), 1325–1332.
Volkersen, O. (1938). “Die Nietkraftverteilung in zugbeanspruchten Nietverbindungen mit konstanten Laschenquerschritten.” Luftfahrtforschung, 15, 41–47.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 4April 2011
Pages: 453 - 458

History

Received: Mar 12, 2010
Accepted: Sep 30, 2010
Published online: Oct 2, 2010
Published in print: Apr 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

D. Otero Chans [email protected]
Full Professor, Dept. of Construction Technology, Universidade da Coruña, Escuela Técnica Superior de Arquitectura, Edificio de Departamentos, Campus de A Zapateira, 15071 A Coruña, Spain. E-mail: [email protected]
J. Estévez Cimadevila [email protected]
Full Professor, Dept. of Construction Technology, Universidade da Coruña, Escuela Técnica Superior de Arquitectura, Edificio de Departamentos, Campus de A Zapateira, 15071 A Coruña, Spain. E-mail: [email protected]
E. Martín Gutiérrez [email protected]
Full Professor, Dept. of Construction Technology, Universidade da Coruña, Escuela Técnica Superior de Arquitectura, Edificio de Departamentos, Campus de A Zapateira, 15071 A Coruña, Spain. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share