Bending response of functionally graded plates by using a new higher order shear deformation theory

Engineering

• Order Shear Deformation Theory 100%
• Boundary Condition 100%
• Thickness Direction 50%
• Simply Supported Boundary Condition 50%
• Distributed Load 50%
• Tangential Stress 50%
• Shear Correction Factor 50%
• Boundary Surface 50%
• Plate Thickness 50%
• Static Analysis 50%
• Shear Strain 50%