Buckling of pressurized axisymmetrically imperfect cylinders under axial loads

Keyphrases

• Imperfection 100%
• Axial Load 100%
• Internal Pressure 75%
• Unstiffened 50%
• Axially Compressed 50%
• Civil Engineering Structures 25%
• Bifurcation 25%
• Non-axisymmetric 25%
• Buckling Strength 25%
• Lower Limb Strength 25%
• Bifurcation Forecasting 25%
• Displacement Mode 25%
• Thin Cylinder 25%
• Pressure Rise 25%
• Laboratory Testing 25%
• Strength Design 25%
• Strength Gain 25%
• Imperfection Measurements 25%
• Conservatism 25%
• Elastic Cylinder 25%
• Geometric Imperfection 25%

Engineering

• Axial Load 100%
• Internal Pressure 100%
• Buckling Strength 33%
• Field Measurement 33%
• Civil Engineering Structure 33%
• Design Strength 33%
• Miller-Dyes-Hutchinson Method 33%
• Pressure Increase 33%
• Axisymmetric Imperfection 33%
• Strength Gain 33%
• Mode Displacement 33%
• Elastic Cylinder 33%