On the failure modes and strength of steel-wood-steel bolted timber connections loaded parallel-to-grain

Canadian Journal of Civil Engineering

Volumn 27, Issue 4, 2000, Pages 761-773

  Quenneville, J H P ^a   Mohammad, M ^a  

^a ROYAL MILITARY COLLEGE OF CANADA   (Canada)

Author keywords

Bolt; Brittle; Code; Connection; Design; Ductile; Failure; Strength

Indexed keywords

BOLTS; BRITTLENESS; CODES (STANDARDS); DUCTILITY; FAILURE ANALYSIS; SHEAR STRESS; STEEL; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; TENSILE TESTING; WOOD;

GROUP TEAR OUT STRENGTH; SHEAR OUT STRENGTH; STEEL WOOD STEEL BOLTED TIMBER CONNECTIONS;

BOLTED JOINTS;

BOLTED JOINT;

EID: 0034252988     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l00-020     Document Type: Article

References (16)

1. Standard test methods for mechanical fasteners in wood
2. Standard specification for computing the reference resistance of wood-based materials and structural connections for load and resistance factor design
3. Commentary for CAN/CSA-O86.1-M89
4. Load distribution in multiple-bolt tension joints
5. Engineering design in wood (limit states design)
6. Engineering design in wood (limit states design)
7. Engineering design in wood (limit states design)
8. Double shear timber connections with dowel type fasteners
9. Load distribution in a row of fasteners subjected to lateral load
10. Failure in-the-row model for bolted timber connections