Acta Univ. Agric. Silvic. Mendelianae Brun. 2015, 63(4), 1153-1159 | DOI: 10.11118/actaun201563041153

Mechanical Performance and Contact Zone of Timber Joint With Oblique Faces

Jiří Kunecký1,2, Václav Sebera1, Jan Tippner1, Hana Hasníková2, Michal Kloiber2, Anna Arciszewska-Kędzior2, Jaromír Milch1
1 Department of Wood Science, Mendel University in Brno, Zemědělská 1, 613 00 Brno, Czech Republic
2 The Institute of Theoretical and Applied Mechanics AS CR, v. v. I., Prosecká 809/76, 190 00 Praha, Czech Republic

The goal of the work was to evaluate mechanical performance of full-scale timber beams containing scarf joint with a dowel. Work focused on standard testing using modular system to obtain effective stiffness and strength of the beams with and without the joint. The work further researched a contact zone between two timber parts of the joint - at the scarf face. This was carried out using non-destructive optical technique - digital image correlation (DIC) and newly developed algorithm. The joint was made of Norway spruce, dims. 6×0.2×0.24 m and was loaded by two modes: a) 3-point bending and b) 4-point bending. During the loading, a sequence of images was acquired for further investigation of contact zone using the proposed algorithm. The joint with scarf and dowel provided enough effective stiffness, ie. 73-93% for 3-point bending test and 71% for 4-point bending with respect to MOE measured on reference solid beams. Effective strength of the joint was also relatively high and in a range of 55% and 60% with respect to reference solid beams in both 3-point and 4-point bending tests. Contact length differed for loading modes. Mean contact length in symmetrical 4-point bending was about 40%, for asymmetrical 3-point bending test, it was approx. 20% on face closer to support and 44% on a face closer to loads.

Keywords: timber joint, contact zone, bending, digital image correlation, non-destructive testing, dowel
Grants and funding:

The authors thank to project NAKI DF12P01OVV004 provided by the Ministry of Culture of the Czech Republic.

Prepublished online: September 2, 2015; Published: September 1, 2015  Show citation

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Kunecký, J., Sebera, V., Tippner, J., Hasníková, H., Kloiber, M., Arciszewska-Kędzior, A., & Milch, J. (2015). Mechanical Performance and Contact Zone of Timber Joint With Oblique Faces. Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis63(4), 1153-1159. doi: 10.11118/actaun201563041153
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References

  1. AMAN, R. L., WEST, H. A., CORMIER, D. R. 2008. An evaluation of loose tenon joint strength. Forest products journal, 58(3): 61-64.
  2. BODIG, J., JAYNE, B. A. 1993. Mechanics of wood and wood composites. Krieger Pub, New York.
  3. BRANCO, J. M., PIAZZA, M., CRUZ, P. J. S. 2011. Experimental evaluation of different strengthening techniques of traditional timber connections. Engineering Structures, 33: 2259-2270. DOI: 10.1016/j.engstruct.2011.04.002 Go to original source...
  4. CZECH OFFICE FOR STANDARDS, METROLOGY AND TESTING. 2012. Timber structures - Structural timber and glued laminated timber - Determination of some physical and mechanical properties. ČSN EN 408.
  5. DORN, M., DE BORST, K., EBERHARDSTEINER, J. 2013. Experiments on dowel-type timber connections. Engineering Structures, 47: 67-80. DOI: 10.1016/j.engstruct.2012.09.010 Go to original source...
  6. FEIO, A. O., LOURENC, P. B., MACHADO, J. S. 2013. Testing and modeling of a traditional timber mortise and tenon joint. Materials and structures. DOI 10.1617/s11527-013-0056-y. DOI: 10.1617/s11527-013-0056-y Go to original source...
  7. FORSBERG, F., MOOSER, R., ARNOLD, M., HACK, E., WYSS, P. 2008. 3D micro-scale deformations of wood in bending: synchrotron radiation µCT data analyzed with digital volume correlation. J. Struct. Biol., 164(3): 255-262. DOI: 10.1016/j.jsb.2008.08.004 Go to original source...
  8. FORSBERG, F., SJÖDAHL, M., MOOSER, R., HACK, E., WYSS, P. 2010. Full Three-Dimensional Strain Measurements on Wood Exposed to Three-Point Bending: Analysis by Use of Digital Volume Correlation Applied to Synchrotron Radiation Micro-Computed Tomography Image Data. Strain, 46(1): 47-60. DOI: 10.1111/j.1475-1305.2009.00687.x Go to original source...
  9. IVANOV, V., AUGSBURG, K. 2008. Assessment of Tire Contact Properties by Nondestructive Analysis. Part 1. The Contact Length in the Region of Adhesion at Slow Rolling Velocities. Journal of Friction and Wear, 29(5): 362-368. DOI: 10.3103/S1068366608050073 Go to original source...
  10. JANDEJSEK, I., NACHTRAB, F., UHLMANN, N., VAVŘÍK, D. 2011. X-ray dynamic defectoscopy utilizing digital image correlation. Nuclear instruments & methods in physics research section A-accelerators spectrometers detectors and associated equipment. 11th International Workshop on Radiation Imaging Detectors, 633(1): 185-186. Go to original source...
  11. JOHANSEN, K. W. 1949. Theory of timber connections. International Association of Bridge and Structural Engineering Publications, 9: 249-62.
  12. KAR, C., MOHANTY, A. R. 2008. Determination of time-varying contact length, friction force, torque and forces at the bearings in a helical gear system. Journal of Sound and Vibration, 309(1-2): 307-319. DOI: 10.1016/j.jsv.2006.09.031 Go to original source...
  13. KUNECKÝ, J., SEBERA, V., TIPPNER, J., ARCISZEWSKA-KEDZIOR, A., HASNÍKOVÁ, H., KLOIBER, M. 2014. Experimental assessment of historical full-scale timber joint accompanied by a finite element analysis and digital image correlation. Construction and Building Materials, in press. Go to original source...
  14. LI, Y. F., TSAI, M. J., LIAO, C. N., TSAI, J. H. 2009. Effects of Tenon Depths and Bolt Constraint Conditions on the Mechanical Behavior of Semi-rigid Joints of Wooden Historical Buildings. Advances in structural engineering, 12(3): 349-358. DOI: 10.1260/136943309788708374 Go to original source...
  15. LIKOS, E., HAVIAROVA, E., ECKELMAN, C. A., ERDIL, Y. Z., OZCIFCI, A. 2012. Effect of tenon geometry, grain orientation, and shoulder on bending moment capacity and moment rotation characteristics of mortise and tenon joints. Wood and Fiber Science, 44(4): 462-469.
  16. MACKERLE, J. 2003. Finite element analysis of fastening and joining: A bibliography (1990-2002), International Journal of Pressure Vessels and Piping, 80: 253-271. DOI: 10.1016/S0308-0161(03)00030-9 Go to original source...
  17. MUSZYŃSKI, L., LAUNEY, M. E. 2010. Advanced imaging techniques in wood-based panels research. In: THOEMEN, H., IRLE, M., SERNEK, M. (eds.), Wood-Based Panels - An Introduction for Specialists. Brunel University Press, 177-201.
  18. OJOLO, S. J., AWE, O. 2011. Investigation into the Effect of Tool-Chip Contact Length on Cutting Stability. Journal of Emerging Trends in Engineering and Applied Sciences, 2(4): 626-630.
  19. PARISI, M. A., PIAZZA, M. 2000. Mechanics of plain and retro_tted traditional timber connections. Journal of Structural Engineering, 126(12): 1395-1403. DOI: 10.1061/(ASCE)0733-9445(2000)126:12(1395) Go to original source...
  20. STEMOLKAS, J. W., ZINK A. G., LOFERSKI, J. R. 1997. Image correlation analysis of multiple-bolt wood connections. Wood and Fiber Science, 29(3): 210-227.
  21. SCHOBER, K. U. 2000. Numerical simulation of contact problems - traditional timber joints under monotonous loading. Universität Dortmund. 13.

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