Buckling strength of square composite plates with geometrical imperfections: Preliminary results

Keyphrases

• Elastic Critical Load 100%
• Buckling Strength 100%
• Geometric Imperfection 100%
• Initial Geometric Imperfection 50%
• Edge Rotations 50%
• In-plane Displacement 50%
• Failure Sequence 50%
• Maximum Sensitivity 50%
• Digital Photogrammetry 50%
• Nonlinear Finite Element Analysis 50%
• Width-to-thickness Ratio 50%
• Fiber Failure 50%

Engineering

• Thickness Ratio 50%