Failure in-the-row model for bolted timber connections

Journal of Structural Engineering

Volumn 125, Issue 7, 1999, Pages 713-718

  Tan, Dongming ^a   Smith, Ian ^a  

^a UNIVERSITY OF NEW BRUNSWICK   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BOLTS; DEFORMATION; DUCTILITY; ELASTICITY; FAILURE (MECHANICAL); MATHEMATICAL MODELS; STRUCTURAL LOADS; WOOD;

BOLTED TIMBER CONNECTIONS; ELASTIC ANALYSIS; GLOBAL FAILURE; HYBRID ELASTO PLASTIC MODEL;

BOLTED JOINTS;

EID: 0032638584     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:7(713)     Document Type: Article

References (16)

1. Cramer, C. O. (1968). "Load distribution in multiple-bolt tension joints." J. Struct. Div., ASCE, 94(5), 1101-1117.
2. Daneff, G. (1997). "Response of bolted connections to pseudo-dynamic (cyclic) loading," MSc thesis, University of New Brunswick, Fredericton, Canada.
3. "Engineering design in wood (limit states design)." (1994). CSA standard 086.1, Canadian Standards Association, Etobicoke, Ont.
4. Johansen, K. W. (1949). Theory of timber connections. Publ. 9, International Association of Bridge and Structural Engineering (IABSE), Bern, Switzerland.
5. Kharouf, N., McClure, G., and Smith, I. (1998). "Stress analysis of one-and two-bolt timber connections." Proc., 5th World Conf. on Timber Engrg., Swiss Federal Institute of Technology, Lausanne, Switzerland, 1.329-1.336.
6. Lantos, G. (1967). "Load distribution in multiple mechanical fasteners in joints subjected to direct load." Res. Rep. E/RR/28, Timber Research and Development Association, Hughenden Valley, U.K.
7. Lepper, M., and Smith, I. (1995). "Fastenings (commentary on chapter 10 of CSA standard 086.1-1994)." Wood design manual 1995. Canadian Wood Council, Ottawa, Ont., 647-666.
8. Mohammad, M. A. H., Quenneville, P., and Smith, I. (1997). "Bolted timber connections: Investigation on failure mechanism." Proc., Int. Union of Forestry Res. Orgs.: S5.02 Timber Engrg. Group Mtg., Technical University of Denmark, Lingby, Denmark, 211-226.
9. The national design specification for wood construction. (1997). American Forest and Paper Association. Washington, D.C.
10. Patton-Mallory, M., and Pellicane, P. J. (1998). "Material models to predict the mechanical behavior of bolted wood connections." Proc., 5th World Conf. on Timber Engrg., Swiss Federal Institute of Technology, Lausanne, Switzerland, 1.297-1.304.
11. Proceedings of International Wood Connector Workshop, Las Vegas, November 9-11, 1992. (1993). Forest Products Society, Madison, Wisc.
12. Quenneville, P. (1998). "Predicting the failure modes and strength of brittle bolted connections." Proc., 5th World Conf. on Timber Engrg., Swiss Federal Institute of Technology, Lausanne, Switzerland, 2.137-2.144.
13. Rodd, P. D. (1973). "The analysis of timber joints made with circular dowel connectors," PhD thesis, University of Sussex, Brighton, U.K.
14. Smith, I., and Tan, D. (1997). "Fracture in wood and design of timber structures." Proceedings of Int. Minisimpozijum: Recent Adv. in Fracture and Damage Mech., XXII Yugoslavian Congress of the Theoretical and Applied Mechanics, University of Belgrade, Belgrade, Yugoslavia, 13-23.
15. Wilkinson, T. L. (1986). "Load distribution among bolts parallel to load." J. Struct. Div., ASCE, 112(4), 835-852.
16. Zahn, J. J. (1991). "Design equation for multiple-fastener wood connections." J. Struct. Div., ASCE, 117(11), 3477-3486.