Bolted wood-steel and wood-steel-wood connections: Verification of a new design approach

Canadian Journal of Civil Engineering

Volumn 28, Issue 2, 2001, Pages 254-263

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

^a ROYAL MILITARY COLLEGE OF CANADA   (Canada)

Author keywords

Bolt; Connection; Design; Failure; Strength; Thickness; Wood steel; Wood steel wood

Indexed keywords

BRITTLENESS; DUCTILITY; LOADS (FORCES); STEEL; STRESS ANALYSIS; WOOD;

DESIGN EQUATION;

BOLTED JOINTS;

BOLTED JOINT;

EID: 0034741887     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/cjce-28-2-254     Document Type: Article

References (13)

1. Theory of timber connectors
2. Bolted timber connections: Investigations on failure mechanism
3. Predicting the failure modes and strength of brittle bolted connections
4. On the failure modes and strength of steel-wood-steel bolted timber connections loaded parallel-to-grain