Comparison of the free vibration analysis of a fluid-conveying hybrid pipe resting on different two-parameter elastic soils

Keyphrases

• Free Vibration Analysis 100%
• Two-parameter 100%
• Elastic Soil 100%
• Fluid-conveying 100%
• Critical Velocity 57%
• Foundation Modulus 28%
• Euler-Bernoulli Beam 28%
• Length Ratio 28%
• Shear Modulus 28%
• Dynamic Behavior 14%
• Equations of Motion 14%
• Fluid-structure Interaction 14%
• Complex Frequency 14%
• Dynamic Instability 14%
• Soil Type 14%
• Soil Properties 14%
• Dense Sand 14%
• Z-shaped 14%
• Elastic Foundation 14%
• Velocity Curve 14%
• Differential Transformation Method 14%
• S-shape 14%
• Stiff Clay 14%
• Pipeline Conveying Fluid 14%
• Hybrid pipeline 14%
• Clay Foundation 14%
• Pipe Material 14%
• Sand Foundation 14%

Engineering

• Free Vibration Analysis 100%
• Critical Flow Velocity 100%
• Modulus Value 66%
• Bernoulli Beam 66%
• Length Ratio 66%
• Shear Modulus 66%
• Dynamic Behavior 33%
• Fluid-Structure Interaction 33%
• Complex Frequency 33%
• Dynamic Instability 33%
• Dense Sand 33%
• Stiff Clay 33%
• Conveying Pipeline 33%
• Pipe Material 33%

Material Science

• Elastic Moduli 100%
• Vibration Analysis 100%
• Fluid-Structure Interaction 50%