Abstract

This study presents a new design of a wood–concrete connector that meets ductility and stiffness requirements in accordance with Eurocode 4. An analytical approach and a numerical model developed on Abaqus are proposed. The study is completed by experimental push-out tests and a specially made composite beam. Two types of timber concrete composite (TCC) are considered in this study. The first connector (stud connector), was applied in construction and its performance compared to that of a recently developed connector. The analytical calculation of stiffness was performed using the relevant standard. In addition, different connector configurations and spacing were tested in push-out and beam tests. The results showed that this new connector has interesting characteristics such as stiffness (4,068.12  kNm2) and maximum strength (24,70 kN) compared to existing connectors.

Get full access to this article

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

Data Availability Statement

All the data, models, and code generated or used during the study appear in the published article.

References

ABAQUS. 2000. Theory manual, version 6.2. Pawtucket, RI: Karson & Sorensen.
Auclair, S. C., L. Sorelli, and A. Salenikovich. 2016. “A new composite connector for timber-concrete composite structures.” Constr. Build. Mater. 112 (Jun): 84–92. https://doi.org/10.1016/j.conbuildmat.2016.02.025.
Buchanan, A., B. Deam, M. Fragiacomo, S. Pampanin, and A. Palermo. 2008. “Multi-storey prestressed timber buildings in New Zealand.” Struct. Eng. Int. 18 (2): 166–173. https://doi.org/10.2749/101686608784218635.
Carvalho, E. P., and E. V. M. Carrasco. 2010. “Influence of test specimen on experimental characterization of timber–concrete composite joints.” Constr. Build. Mater. 24 (8): 1313–1322. https://doi.org/10.1016/j.conbuildmat.2009.12.036.
Ceccotti, A. 2002. “Composite concrete-timber structures.” Prog. Struct. Mater. Eng. 4 (3): 264–275. https://doi.org/10.1002/pse.126.
CEN (European Committee for Standardization). 1991. Timber structures—Joints made with mechanical fasteners—General principles for the determination of strength and deformation characteristics. EN 26891:1991. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 1995. Structural timber-strength classes. EN 338. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2001. Timber structures. Test methods. Cyclic testing of joints made with mechanical fasteners. CEN EN 12512. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2002. Teneur en humidité d’une pièce de bois scié—Partie 1. EN 13183-1. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2004a. Calcul des structures en Béton. Partie 1–1: Règles générales et règles pour les bâtiments. Eurocode 2, EN 1992-1-1. Brussels, Belgium: CEN.
Deam, B., M. Fragiacomo, and L. Gross. 2008a. “Experimental behaviour of prestressed LVL-concrete composite beams.” J. Struct. Eng. 134 (5): 801–809. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:5(801).
Deam, B. L., M. Fragiacomo, and A. H. Buchanan. 2008b. “Connections for composite concrete slab and LVL flooring systems.” Mater. Struct. 41 (3): 495–507. https://doi.org/10.1617/s11527-007-9261-x.
Dias, A. M. P. G. 2005. “Mechanical behavior of timber-concrete joints.” Doctoral thesis, Faculty Civil Engineering and Geosciences, Universiteit Delft.
Dias, A. M. P. G., J. W. Van de Kuilen, S. Lopes, and H. Cruz. 2007. “A non-linear 3D FEM model to simulate timber–concrete joints.” Adv. Eng. Software 38 (8–9): 522–530. https://doi.org/10.1016/j.advengsoft.2006.08.024.
Djoubissie, D. D., A. Messan, E. Fournely, and A. Bouchaïr. 2018. “Experimental study of the mechanical behavior of timber-concrete shear connections with threaded reinforcing bars.” Eng. Struct. 172 (Jan): 997–1010. https://doi.org/10.1016/j.engstruct.2018.06.084.
Fernandez-Cabo, J. L., F. Arriaga, A. Majano-Majano, and G. Iñiguez-González. 2012. “Short-term performance of the HSB shear plate-type connector for timber–concrete composite beams.” Constr. Build. Mater. 30 (May): 455–462. https://doi.org/10.1016/j.conbuildmat.2011.12.035.
Fragiacomo, M. 2012. “Experimental behaviour of a full-scale timber-concrete composite floor with mechanical connectors.” Mater. Struct. 45 (11): 1717–1735. https://doi.org/10.1617/s11527-012-9869-3.
Fragiacomo, M., C. Amadio, and L. Macorini. 2007. “Short- and long-term performance of the ‘Tecnaria’ stud connector for timber-concrete composite beams.” Mater. Struct. 40 (10): 1013–1026. https://doi.org/10.1617/s11527-006-9200-2.
Jorge, L., H. Cruz, and S. Lopes. 2011. Interlayer influence on timber-LWAC composite structures with screw connections. Reston, VA: ASCE.
Jorge, L. F., J. Schänzlin, S. M. R. Lopes, H. Cruz, and U. Kuhlmann. 2010. “Time-dependent behaviour of timber lightweight concrete composite floors.” Eng. Struct. 32 (12): 3966–3973. https://doi.org/10.1016/j.engstruct.2010.09.007.
Khelil, A., C. Kiniagi, and R. Boissière. 2019. “Development of e new wood-concrete connectors.” IOP Conf. Ser.: Mater. Sci. Eng. 652 (1): 012034. https://doi.org/10.1088/1757-899X/652/1/012034.
Leijten, A. J. M., A. J. M. Jorissen, and B. Leijer. 2012. “The local bearing capacity perpendicular to grain of structural timber elements.” Constr. Build. Mater. 27 (1): 54–59. https://doi.org/10.1016/j.conbuildmat.2011.07.022.
Meghlat, E. M., M. Oudjene, H. Ait-Aider, and J. L. Batoz. 2013. “A new approach to model nailed and screwed timber joints using the finite element method.” Constr. Build. Mater. 41 (Apr): 263–269. https://doi.org/10.1016/j.conbuildmat.2012.11.068.
Miotto, J. L., and A. A. Dias. 2012. “Evaluation of perforated steel plates as connection in glulam–concrete composite structures.” Constr. Build. Mater. 28 (1): 216–223. https://doi.org/10.1016/j.conbuildmat.2011.08.045.
Oudjene, M., M.-E. Meghlat, H. Ait-Aider, P. Lardeur, M. Khelifa, and J.-L. Batoz. 2018. “Finite element modelling of the nonlinear load-slip behaviour of full-scale timber-to-concrete composite T-shaped beams.” Compos. Struct. 196 (Jul): 117–126. https://doi.org/10.1016/j.compstruct.2018.04.079.
Oudjene, M., V.-D. Tran, E.-M. Meghlat, and H. Ait-Aider. 2016. “Numerical models for self-tapping screws as reinforcement of timber structures and joints.” In Proc., World Conf. on Timber Engineering (WCTE), Vienna, Austria: TU Verlag.
Rodrigues, J. N., A. M. P. G. Dias, and P. Providencia. 2013. “Timber-concrete composite bridges: State-of-the-art review.” Bioresources 8 (4): 6630–6649. https://doi.org/10.15376/biores.8.4.6630-6649.
Sebastian, W. M. 2003. “Ductility requirements in connections of composite flexural structures.” Int. J. Mech. Sci. 45 (2): 235–251. https://doi.org/10.1016/S0020-7403(03)00054-7.
SIMULIA. 2016. “Abaqus 2016 documentation, Dassault Systèmes.” Accessed February 1, 2005. https://130.149.89.49:2080/v2016/index.html.
Steinberg, E., R. Selle, and T. Faust. 2003. “Connectors for timber-lightweight concrete composite structures.” J. Struct. Eng. 129 (11): 1538–1545. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:11(1538).
TECNARIA S.p.A. 2015. “Title wood floor connectors.” Accessed February 1, 2005. https://www.tecnaria.com/en/products/connettore-per-legno-ctl-base.
Yeoh, D., M. Fragiacomo, and B. Deamc. 2011a. “Experimental behaviour of LVL–concrete composite floor beams at strength limit.” Eng. Struct. 33 (9): 2697–2707. https://doi.org/10.1016/j.engstruct.2011.05.021.
Yeoh, D., M. Fragiacomo, M. D. Franceschi, and K. H. Boon. 2011b. “State of the art on timber-concrete composite structures: Literature review.” J. Struct. Eng. 137 (10): 1085–1095. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000353.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 5May 2023

History

Received: May 20, 2021
Accepted: Dec 21, 2022
Published online: Feb 23, 2023
Published in print: May 1, 2023
Discussion open until: Jul 23, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Professor, Dept. of Civil Engineering, Univ. of Lorraine, IJL CNRS 7198, Nancy, IUT Nancy Brabois, Villers Les Nancy F54600, France (corresponding author). ORCID: https://orcid.org/0000-0001-9707-170X. Email: [email protected]
R. Boissiere, Ph.D. [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Lorraine, IJL CNRS 7198, Nancy, IUT Nancy Brabois, Villers Les Nancy F54600, France. Email: [email protected]
Assistant Professor, HDR, Dept. of Civil Engineering, Univ. of Lorraine, IJL CNRS 7198, Nancy, IUT Nancy Brabois, Villers Les Nancy F54600, France. ORCID: https://orcid.org/0000-0003-3104-9352. Email: [email protected]
M. Oudjene, Ph.D. [email protected]
Professor, Département de génie civil et de génie des eaux, Univ. of Laval, Pavillon Alexandre-Vachon, 1045 Av. de la Médecine, Québec, QC, Canada G1V 0A6. Email: [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.

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