A three-dimensional model for bolted connections in wood

Canadian Journal of Civil Engineering

Volumn 30, Issue 3, 2003, Pages 555-567

  Moses, D M ^a,b   Prion, H G L ^a,b  

^a Equilibrium Consulting Inc   (Canada)

^b UNIVERSITY OF BRITISH COLUMBIA   (Canada)

Author keywords

Bolt; Connection; Douglas fir; Model; Plasticity; Weakest link; Wood

Indexed keywords

CODES (STANDARDS); FINITE ELEMENT METHOD; MATHEMATICAL MODELS;

DOUGLAS-FIR; WEAKEST LINK;

WOOD;

CODES (STANDARDS); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; WOOD;

ANISOTROPY; BOLT; BUILDING CODE; CONIFEROUS TREE; PLASTICITY; STRENGTH; STRESS; THREE-DIMENSIONAL MODELING; WOOD;

FINITE ELEMENT ANALYSIS; MATHEMATICAL MODELS; STANDARDS; WOOD;

PSEUDOTSUGA; PSEUDOTSUGA MENZIESII;

EID: 10444285940     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l03-009     Document Type: Article

References (47)

1. Barrett, J.D. 1974. Effect of size on tension perpendicular-to-grain strength of Douglas-fir. Wood and Fiber, 6: 126-143.
2. Camanho, P.P., and Matthews, FL. 1997. Stress analysis and strength prediction of mechanically fastened joints in FRP: a review. Composites Part A, 28A: 529-547.
3. CEN. 1995. Eurocode 5: Part 1.1. Design of timber structures: general, rules and rules for buildings. European Committee for Standardization (CEN), Brussels, Belgium.
4. Chang, F.-K., Scott, R.A., and Springer, G.S. 1982. Strength of mechanically fastened composite joints. Journal of Composite Materials, 16: 47094.
5. Chen, W.-H., Lee, S., and Yeh, J.-T. 1995. Three-dimensional contact stress analysis of a composite laminate with bolted joint. Composite Structures, 30: 287-297.
6. Clouston, P. 1995. The Tsai-Wu strength theory for Douglas-fir laminated veneer. M.Sc. thesis, The University of British Columbia, Vancouver, B.C.
7. CSA. 1994. Engineering design in wood (limit states design). Standard 086.1-94, Canadian Standards Association, Rexdale, Ont.
8. Fonselius, M., and Riipola, K. 1992. Determination of fracture toughness for wood. ASCE Journal of Structural Engineering, 118: 1727-1740.
9. Foschi, R.O., and Longworth, J. 1975. Analysis and design of griplam nailed connections. ASCE Journal of the Structural Division, 101(ST12): 2537-2555.
10. Guan, Z.W., and Rodd, P.D. 2000. A three-dimensional finite element model for locally reinforced timber joints made with hollow dowel fasteners. Canadian Journal of Civil Engineering, 27: 785-797.
11. Hankinson, R.L. 1921. Investigation of crushing strength of spruce at varying angles of grain. Air Service Information Circular v.3 n.259, Chief of Air Service, Washington, D.C.
12. Hill, R. 1947. A theory of the yielding and plastic flow of anisotropic metals. Proceedings of the Royal Society, Series A, 193: 281-297.
13. Holmberg, J.A. 1995. Application of Weibull theory to random-fibre composites. Composites Science and Technology, 54: 75-85.
14. Hyer, M.W., Klang, E.C., and Cooper, D.E. 1987. The effects of pin elasticity, clearance and friction on the stresses in a pinloaded orthotopic plate. Journal of Composite Materials, 21: 190-206.
15. Isyumov, N. 1967. Load distribution in multiple shear-plate joints in timber. Canada Department of Forestry and Rural Development, Publication 1203.
16. Johansen, K.W. 1949. Theory of timber connectors. International Association of Bridges and Structural Engineering (IABSE), Bern, Switzerland, Publication 9, pp. 249-262.
17. Jorissen, A. 1998. Double shear timber connections with dowel type fasteners. Ph.D. thesis, Delft University, Delft, The Netherlands.
18. Kollmann, F.F.P., and Cote, W.A. 1968. Principles of wood science and technology I: solid wood. Springer-Verlag, New York.
19. Leijten, A.J.M. 2002. Splitting strength of beams loaded by connections, model comparison. In Proceedings of the International Council for Research and Innovation in Building and Construction (CIB), Kyoto, Japan, September. Lehrstuhl fuer Ingenieurhdzbau und Baukonstruktionen, University of Karlsruhe, Germany, CIBW18, Paper 35-7-7.
20. Madsen, B., and Buchanan, A.H. 1986. Size effects in timber explained by modified weakest link theory. Canadian Journal of Civil Engineering, 13: 218-232.
21. Marshall, I.H., Arnold, W.S., Wood, J., and Mousley, R.F. 1989. Observations on bolted connections in composite structures. Composite Structures, 13: 133-151.
22. Massé, D.I., Salinas, JJ., and Turnbull, J.E. 1988. Lateral strength and stiffness of single and multiple bolts in glue-laminated timber loaded parallel to grain. Contract C-029, Engineering and Statistics Research Centre, Research Branch, Agriculture Canada, Ottawa, Ont.
23. Mischler, A., and Gehri, E. 1999. Strength reduction rules for multiple fastener joints. In Proceedings of the 32nd International Council for Building Research Studies and Documentation: Working Commission W.18 - Timber Structures, Graz, Austria. Lehrstuhl, fuer Ingenieurhdzbau und Baukonstruktionen, University of Karlsruhe, Germany, Paper 32-7-5.
24. Moses, D.M. 2000. Constitutive and analytical models for structural composite lumber with applications to bolted connections. Ph.D. thesis, Department of Civil Engineering, The University of British Columbia, Vancouver, B.C.
25. Moses, D.M., and Prion, H.G.L. 2002. Anisotropic plasticity and the notched wood shear block. Forest Products Journal, 52: 43-54.
26. Moses, D.M., Prion, H.G.L., Li, H., and Boehner, W. 2003. Composite behaviour of laminated strand lumber. Wood Science and Technology. DOI 10.1007/s00226-003-0169-5.
27. Patton-Mallory, M. 1996. The three-dimensional mechanics and failure of single bolt wood connections. Ph.D. thesis, Colorado State University, Fort Collins, Colo.
28. Patton-Mallory, M., Cramer, S.M., Smith, FW, and Pellicane, P.J. 1997a. Nonlinear material models for analysis of bolted wood connections. ASCE Journal of Structural Engineering, 123: 1063-1070.
29. Patton-Mallory, M., Pellicane, P.J., and Smith, F.W. 1997k Modelling bolted connections in wood: review. ASCE Journal of Structural Engineering, 123: 1054-1062.
30. Patton-Mallory, M., Pellicane, P.J., and Smith, F.W. 1998a. Qualitative assessment of failure in. bolted connections: maximum stress criterion. Journal of Testing and Evaluation, 26: 498-505.
31. Patton-Mallory, M., Pellicane, P.J., and Smith, F.W. 1998b. Qualitative assessment of failure in bolted connections: Tsai-Wu criterion. Journal of Testing and Evaluation, 26: 489-497.
32. Quenneville, J.H.P., and Mohammad, M. 2000. On the failure modes and strength of steel-wood-steel bolted timber connections loaded parallel-to-grain. Canadian Journal of Civil Engineering, 27: 761-773.
33. Quenneville, J.H.P., and Mohammad, M. 2001. Design method for bolted connections loaded perpendicular-to-grain. Canadian Journal of Civil Engineering, 28: 949-959.
34. Rahman, M.U., Chiang, Y.J., and Rowlands, R.E. 1991. Stress and failure analysis of double-bolted joints in Douglas-fir and Sitka spruce. Wood and Fiber Science, 23: 567-589.
35. Rowlands, R.E., Rahman, M.U., Wilkinson, T.L., and Chiang, Y.I. 1982. Single and multiple-bolted joints in orthotopic materials. Composites, 13: 273-279.
36. Shin, C.F., and Lee, D. 1978. Further developments in anisotropic plasticity. Transactions of the ASME, Journal of Engineering Materials and Technology, 100: 294-302.
37. Smith, I., and Foliente, G. 2002. Load and resistance factor design for timber joints: international practice and future direction. ASCE Journal of Structural Engineering, 128: 48-59.
38. Smith, I., and Hu, L.J. 1994. Fracture analysis of bolted timber connections. In Proceedings of the 12th ASCE Structures Congress, Atlanta, Ga., 24-28 April 1994. American Society of Civil Engineers, New York, pp. 912-917.
39. Swanson Analysis Systems Inc. 1996. ANSYS v.5.3. Swanson Analysis Systems Inc., Houston, Pa.
40. Tan, D., and Smith, I. 1999. Failure in-the-row model for bolted timber connections. ASCE Journal of Structural Engineering, 125: 713-718.
41. Tsai, S.W., and Wu, E.M. 1971. A general theory of strength for anisotropic materials. Journal of Composite Materials, 5: 58-80.
42. Valliappan, S., Boonlaulohr, P., and Lee, I.K. 1976. Nonlinear analysis for anisotropic materials. International Journal for Numerical Methods in Engineering, 10: 597-606.
43. Vaziri, R., Olson, M.D., and Anderson, D.L. 1991. A plasticity-based constitutive model for fibre-reinforced composite laminates. Journal of Composite Materials, 25: 512-535.
44. Weibull, W. 1939. A statistical theory of strength of materials. Proceedings of the Royal Swedish Institute, Engineering Research 151, Stockholm.
45. Werner, H. 1993. Bearing capacity of dowel-type wood connections accounting for the influence of relevant parameters. Ph.D. thesis, Karlsruhe University, Karlsruhe, Germany.
46. Wilkinson, T.L., Rowlands, R.E., and Cook, R.D. 1981. An incremental finite-element determination of stresses around loaded holes in wood plates. Computers and Structures, 14: 123-128.
47. Yasumura, M., Murota, T., and Sakai, H. 1987. Ultimate properties of bolted joints in glue-laminated timber. Report to the Working Commission W18 - Timber Structures, Dublin, Ireland.