Experimental performance of single blind-bolted CFST column connection under predominant shear loading

Keyphrases

• Experimental Performance 100%
• Concrete-filled Steel Tubular Column 100%
• Shear Loading 100%
• Column Base Connection 100%
• Embedment Length 66%
• Concrete-filled Steel Tubular 66%
• Blind Bolt 66%
• Tubular Connections 66%
• Tensile Loading 33%
• Shear Resistance 33%
• Failure Mode 33%
• Shear Fracture 33%
• Numerical Investigation 33%
• Ultimate Capacity 33%
• Concrete Strength 33%
• Shank 33%
• Connection Test 33%
• Concrete Core 33%
• Shear Load 33%
• Prediction Equation 33%
• In-filled Concrete 33%
• Material Tests 33%
• Load Introduction 33%
• Concrete Contribution 33%
• International Code 33%
• Testing Program 33%
• Tube Walls 33%
• Tube Wall Thickness 33%
• Shear Bolt 33%

Engineering

• Column Connection 100%
• Test Result 66%
• Embedment 66%
• Full Scale 33%
• Shear Resistance 33%
• Experimental Finding 33%
• Applied Load 33%
• Concrete Strength 33%
• Test Material 33%
• Shear Fracture 33%
• Concrete Core 33%
• Load Introduction 33%
• Tensile Loads 33%
• Shear Loads 33%
• Failure Mode 33%