Non-axisymmetric bending of thin annular plates due to circumferentially distributed moments

Engineering

• Axisymmetric 100%
• Distributed Bending Moment 100%
• Annular Plate 100%
• Distributed Moment 100%
• Boundary Condition 100%
• Nonlinear Analysis 50%
• Quadrature Method 50%
• Preferred Orientation 50%
• Bending Stiffness 50%
• Linear Analysis 50%
• Principal Axis 50%
• Outer Edge 50%
• Applied Moment 50%
• Circular Symmetry 50%
• Deformed Configuration 50%
• Matrix Formulation 50%
• Outer Radius 50%
• Nonlinear Deformation 50%