Ductility of Adhesively Bonded Timber Joints

Ductility of Adhesively Bonded Timber Joints

M. Angelidi A. P. Vassilopoulos T. Keller

Composite Construction Laboratory (CCLab), Ecole Polytechnique Fédérale de Lausanne EPFL, Switzerland

Page: 
917-927
|
DOI: 
https://doi.org/10.2495/CMEM-V5-N6-917-927
Received: 
N/A
| |
Accepted: 
N/A
| | Citation

OPEN ACCESS

Abstract: 

In the field of timber engineering, adhesive bonding remains a promising, though poorly developed, joining technique that may increase the structural stiffness and capacity of timber joints and structures. Selecting ductile adhesives may further allow to conceive ductile joints, which can compensate for the missing material ductility of timber. To demonstrate the potential of this approach, adhesively bonded double-lap timber joints were manufactured using a ductile acrylic adhesive and then subjected to axial tension and compression. The load–displacement responses were captured and compared to those of the same joints composed of a brittle epoxy adhesive. The effect of the different adhesives on the joint ductility has been studied and quantified.

Keywords: 

acrylics, adhesives, capacity, ductility, epoxy, spruce, stiffness, timber joint

  References

[1] Tannert, T., Vallée, T. & Hehl, S., Temperature dependent strength of adhesively bonded timber joints. In Proceedings of the International Conference on Wood Adhesives,pp. 76–80. 2009.

[2] De Castro, J., System ductility and redundancy of FRP structures with ductile adhesively-bonded joints. EPFL, Lausanne, 2005.

[3] Lehmann, M., Vallée, T., Tannert, T. & Brunner, M., Adhesively bonded joints composed of wooden load-bearing elements. In 12th International Conference on Fracture, ICF-12, pp. 2741–2749, Ottawa, ON, 2009.

[4] Tannert, T., Vallée, T. & Hehl, S., Experimental and numerical investigations on adhesively bonded hardwood joints. International Journal of Adhesion and Adhesives, 37, pp. 65–69, 2012.https://doi.org/10.1016/j.ijadhadh.2012.01.014

[5] Keller, T. & De Castro, J., System ductility and redundancy of FRP beam structures with ductile adhesive joints. Composites Part B: Engineering, 36(8), pp. 586–596, 2005.https://doi.org/10.1016/j.compositesb.2005.05.001

[6] Banea, M.D. & da Silva, L.F.M., Mechanical characterization of flexible adhesives. Journal of Adhesion, 85(4–5), pp. 261–285, 2009.https://doi.org/10.1080/00218460902881808

[7] Park, R. & Pauley, T., Reinforced Concrete Structures, John Wiley and Sons: New York, United States of America, 1975.https://doi.org/10.1002/9780470172834

[8] Baker, J.F, Horne, M.R. & Heyman, J., Plastic Behavior and Design, the Steel Skeleton, vol.2, UK: Cambridge University Press, 1956.

[9] Yanes-Armas, S., de Castro, J. & Keller, T., Energy dissipation and recovery in web-flange junctions of pultruded GFRP decks. Composite Structures, 148, pp. 168–180, 2016.https://doi.org/10.1016/j.compstruct.2016.03.042

[10] Grace, N.F., Soliman, A., Abdel-Sayed, G. & Saleh, K., Behavior and ductility of simple and continuous FRP reinforced beams. Journal of Composites for Construction, 2(4), pp. 186–194, 1998.https://doi.org/10.1061/(ASCE)1090-0268(1998)2:4(186)

[11] De Lorenzis, L., Galati, D. & La Tegola, A., Stiffness and ductility of fibre-reinforced polymer-strengthened reinforced concrete members. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 157(1), pp. 31–51, 2004.https://doi.org/10.1680/stbu.2004.157.1.31

[12] Naaman, A.E. & Jeong, S.M., Structural ductility of concrete beams prestressed with FRP tendons, Nonmetallic (FRP) reinforcement for concrete structures. Proceeding of the Second International RILEM Symposium (FRPRCS-2), pp. 379–386, 1995.

[13] Vallée, T., Tannert, T. & Hehl, S., Ductile adhesively bonded timber joints. Wood Adhesives, Session 4B, pp. 315–318, 2009.

[14] Sika, A.G., SikaDur-330: 2-part epoxy impregnation resin, 2006.

[15] Sika, A.G., SikaFast5221 NT: Fast-curing 2-component structural adhesive. Zurich, 2013.

[16] Angelidi, M., Vassilopoulos, A.P. & Keller, T., Ductility, recovery and strain rate dependency of an acrylic structural adhesive. Construction and Building Materials, 140(1), pp. 184–93, 2017.http://dx.doi.org/10.1016/j.conbuildmat.2017.02.101

[17] Angelidi, M., Vassilopoulos, A.P. & Keller, T., Displacement rate and structural effects on Poisson ratio of a ductile structural adhesive under tension and compression. International Journal of Adhesion and Adhesives, 2016.

[18] Dinwoodie, J.M., Timber - a review of the structure‐mechanical property relationship. Journal of Microscopy, 104(1), pp. 3–32, 1975.https://doi.org/10.1111/j.1365-2818.1975.tb04002.x

[19] Zhong, W., Huang, X., Hao, Z., Hu, W., Zhou, H. & Chen, G., Investigation of compressive properties of spruce along spatial different loading orientations. 15th International Conference on Experimental Mechanics, Porto, 2012.

[20] SIA. 265–Timber structures, Swiss Standards Association, 2003.

[21] Keller, T. & Gürtler, H., Composite action and adhesive bond between FRP bridge decks and main girders. Journal of Composites for Construction, 9(4), pp. 360–368, 2005.https://doi.org/10.1061/(ASCE)1090-0268(2005)9:4(360)

[22] Jo, B.W., Tae, G.H. & Kwon, B.Y., Ductility evaluation of prestressed concrete beams with CFRP tendons. Journal of Reinforced Plastics and Composites, 23(8), pp. 843–859, 2004.https://doi.org/10.1177/0731684404033492