Numerical analysis of composite frames with partial shear-stud interaction by one element per member

Keyphrases

• Composite Beam 50%
• Composite Frame 100%
• Concrete Crack 100%
• Concrete Slab 50%
• Deflection Limit 50%
• Displacement Function 50%
• Finite Element Method 50%
• Formed Elements 50%
• Large Deflection Analysis 50%
• Limit State 50%
• Material Cracking 50%
• Material Modeling 50%
• Material Yielding 50%
• Numerical Analysis 100%
• Numerical Integration Method 50%
• One Element per Member 100%
• Partial Interaction 50%
• Plastic Layer 50%
• Serviceability 50%
• Shape Function 50%
• Shear Connector 50%
• Shear Studs 100%
• Single Element 100%
• Steel Beam 50%
• Transverse Deformation 50%
• Worked Examples 50%

Engineering

• Composite Beam 50%
• Concrete Slabs 50%
• Discrete Method 50%
• Displacement Function 50%
• Finite Element Analysis 50%
• Limit State 50%
• Numerical Integration 50%
• Serviceability 50%
• Shape Function 50%
• Shear Connector 50%
• Shear Studs 100%
• Single Element 100%
• Steel Beam 50%