Experimental evaluation and component model for single anchored blind-bolted concrete filled tube connections under direct tension

Keyphrases

• Failure Mode 100%
• Evaluation Model 100%
• Component Model 100%
• Direct Tension 100%
• Concrete-filled Tube 100%
• Tube Connection 100%
• Concrete Strength 66%
• Multiple Failure Modes 66%
• Stiffness 33%
• Analytical Model 33%
• Beneficial Effects 33%
• Anchorage Length 33%
• Good Accuracy 33%
• Bolted Connection 33%
• Concrete-filled Steel Tube 33%
• Forced Deformation 33%
• Connection Performance 33%
• High Ductility 33%
• In-filled Concrete 33%
• Wall Deformation 33%
• Material Tests 33%
• Bolt Fracture 33%
• Fracture Failure 33%
• Bolt Preload 33%
• Combined Failure 33%
• Joint Behaviour 33%
• Collapse Prevention 33%
• Preload Test 33%
• Spring Theory 33%
• Anchored Blind Bolt 33%
• Global Forces 33%
• Bolt Anchorage 33%
• Tube Walls 33%
• Tube Wall Thickness 33%

Engineering

• Filled Tube 100%
• Component Model 100%
• Failure Mode 100%
• Combined Failure 60%
• Concrete Strength 40%
• Deformation Behavior 20%
• Steel Tube 20%
• Full Scale 20%
• Beneficial Effect 20%
• Good Accuracy 20%
• Bolted Connection 20%
• Test Material 20%
• Fracture Failure 20%
• Joint Behavior 20%
• Analytical Model 20%