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Evaluation of Friction Properties According to Normal Force and Direction of Wood Grain in Real Contact Area

  • Park, Chun-Young (Department of Forest Sciences, Seoul National University) ;
  • Kim, Chul-Ki (Department of Forest Sciences, Seoul National University) ;
  • Kim, Hyung-Kun (Department of Forest Sciences, Seoul National University) ;
  • Lee, Jun-Jae (Department of Forest Sciences, Research Institute for Agriculture and Life Sciences, College of Agriculture and Life Sciences, Seoul National University)
  • Received : 2011.06.30
  • Accepted : 2011.09.19
  • Published : 2011.09.25

Abstract

In Korea, there has been a traditional post and beam wood construction with large roof load. Because a large friction is generated in wooden joint or members, it is important to evaluate the friction between wood members according to wood direction. Because most of studies have been concerned with friction between wood and steel, excluding effect of real area of contact, there are a few studies on the friction between wood members. The object of this study was to evaluate friction or coefficient of friction according to normal force and real area of contact of wood. With Japanese larch (Larix kaempferi) test specimens, five steps of normal force and combinations of test were prepared. Results indicated that normal force had almost no affection on the friction, however there was difference about friction or coefficient of friction according to real contact conditions of wood grain and contact area.

Keywords

References

  1. McKenzie, W. M. and H. Karpovic. 1968. Frictional behavior of wood. Wood Sci. Technol. 2: 138-152.
  2. Murase, Y. 1984. Friction of wood sliding on various materials. J Fac. Agric Kyushu Univ. 28: 147-160.
  3. Inayama, M. 2003. Design of traditional otoshikomi shear wall. In: Shimizu J Ed. Perfect menu for a seismic wooden houses (in Japanese). Xknoledge, Tokyo. pp. 274-279.
  4. American Society for Testing and Materials. 2005. Standard test methods for simulated service testing of wood and wood-base finish flooring, West Conshohocken, PA. ASTM D 2394-05.
  5. American Society for Testing and Materials. 2004. Standard guide for measuring and reporting friction coefficients, West Conshohocken, PA. ASTM G 115-04.
  6. Byerlee, J. D. 1970. The mechanics of stickslip. Tectonophysics 9: 475-486. https://doi.org/10.1016/0040-1951(70)90059-4
  7. Bowyer, J. L., R. Shmulsky, and J. G. Haygreen. 2003. Forest Products and wood science - an introduction. pp. 28. Blackwell publishing, UK.
  8. Atack, D. and D. Tabor. 1958. The friction of wood. Mathematical and Physical Sci. 246: 539-555. https://doi.org/10.1098/rspa.1958.0163
  9. Allotey, N. and R. Foschi. 2005. Friction effects on the cyclic response of laterally loaded timber fasteners. Structural Engineering and Mechanics 21: 1-18. https://doi.org/10.12989/sem.2005.21.1.001
  10. Choi, D. H. and W. B. Hwang. Effect of contact area on friction and wear behavior in atomic force microscope (in Korean). J of the Korean society of Precision Engineering 21(12): 167-173. 2004.

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