Characterization of bearing strength factors in pegged timber connections

Journal of Structural Engineering

Volumn 123, Issue 3, 1997, Pages 326-332

  Church, J R ^a   Tew, B W ^a  

^a UNIVERSITY OF IDAHO   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); CONNECTORS (STRUCTURAL); FASTENERS; JOINTS (STRUCTURAL COMPONENTS); STRENGTH OF MATERIALS; STRUCTURAL DESIGN; TESTING;

BEARING STRENGTH FACTORS; PEG DIAMETER; PEG STRAIN ORIENTATION; PEGGED TIMBER CONNECTIONS; PEGHOLE CLEARANCE; WOOD CONNECTORS;

BEARINGS (STRUCTURAL);

EID: 0031104033     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:3(326)     Document Type: Article

References (12)

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2. Church, J. R. (1995). "Characterization of factors influencing the bearing strength of wood pegged connections," MS thesis, Univ. of Idaho, Moscow, Idaho.
3. Douglas, B. (1995). Standard method for evaluating dowel bearing strength of wood and wood-base products. Proposed ASTM section D 07.05.02, Draft 10, Am. Forest and Paper Assn., Washington, D.C.
4. Johansen, K. W. (1949). "Theory of timber connections." Int. Assn. for Bridge and Struct. Engrg., Lisbon, Portugal, 9, 249-262.
5. Larsen, H. J. (1973). "The yield of bolted and nailed joints." Proc. Int. Union of Forestry Res. Org. - Div. V Conf., 646-654.
6. McLain, T. E., and Thangjitham, S. (1983). "Bolted wood-joint yield model." J. Struct. Engrg., 109(8), 1820-1835.
7. National Forest Products Association (NFPA). (1991). National design specification for wood construction. Washington, D.C.
8. Soltis, L. A., and Wilkinson, T. L. (1987). "Bolted-connection design." General Tech. Rep. FPL-GTR-54, U.S. Dept. of Agr., Forest Service, Forest Products Lab., Madison, Wis.
9. Trayer, G. W. (1932). "The bearing strength of wood under bolts." Tech. Bull. No. 332, U.S. Dept. of Agr. Washington, D.C.
10. Wilkinson, T. L. (1978). "Strength of bolted wood joints with various ratios of member thickness." Res. Paper FPL-314, U.S. Dept. of Agr., Forest Service, Forest Products Lab., Madison, Wis.
11. Wilkinson, T. L. (1991). "Dowel bearing strength." Res. Paper FPL-RP-505, U.S. Dept. of Agr., Forest Service, Forest Products Lab., Madison, Wis.
12. Wilkinson, T. L. (1993). "Bolted connection design yield values based on European yield model." J. Struct. Engrg., 119(7), 2169-2186.