Experimental and theoretical investigation on the mechanical properties of corroded stud shear connectors

Engineering

• Experimental Investigation 100%
• Theoretical Investigation 100%
• Shear Connector 100%
• Shear Strength 100%
• Deformation Behavior 33%
• Shear Deformation 33%
• Constitutive Relationship 33%
• Strength Behavior 33%
• Shear Stiffness 33%
• Degradation Model 33%
• Negligible Effect 33%
• Property Degradation 33%
• Young's Modulus 33%
• Tensile Loads 33%
• Ultimate Tensile Strength 33%
• Shear Behavior 33%
• Tensile Property 33%
• Yield Strength 33%
• Artificial Condition 33%

Keyphrases

• Mechanical Properties 100%
• Shear Connector 100%
• Stud 100%
• Shear Strength 28%
• Corrosion 28%
• Accelerated Corrosion 28%
• Corrosion Ratio 28%
• Load-slip Relationship 28%
• Creative Climate 28%
• Tensile Loading 14%
• Tensile Properties 14%
• Tensile Strength 14%
• Shear Properties 14%
• Deformation Behavior 14%
• Shear Deformation 14%
• Elastic Modulus 14%
• Push-out Test 14%
• Constitutive Relationship 14%
• Negligible Effects 14%
• Yield Strength 14%
• Foundation Models 14%
• Shear Stiffness 14%
• Theoretical Formula 14%
• Degradation Model 14%
• Degradation Properties 14%
• Shear Strength Behavior 14%
• Constant Current 14%
• Shear Load 14%
• Climate Conditions 14%
• Steel-concrete Members 14%
• Degradation Factor 14%
• Elastic-plastic Constitutive 14%
• Analytical Development 14%
• Winkles 14%
• Stud Corrosion 14%