Keyphrases
Bending Displacement
36%
Bending Energy
18%
Bending Plate
26%
Buckling Analysis
36%
Convergence Behavior
21%
Convergence Test
21%
Corner Nodes
23%
Discrete Kirchhoff
28%
DKMQ24
28%
Element-by-element
66%
Formulation Approaches
18%
Free Formulation
49%
Free Vibration Analysis
34%
Functionally Graded Beam
28%
Functionally Graded Materials
30%
Functionally Graded Plate
27%
Independent Transverse Shear Strain
26%
Isogeometric Analysis
18%
Lock-free
20%
Lower Order
19%
Mindlin
44%
MITC3
28%
MITC4
18%
Numerical Results
32%
Patch Test
64%
Plate Bending
21%
Plate Bending Element
49%
Plate Element
46%
Plate Finite Element
25%
Plate Problem
27%
Plate Theory
23%
Projection Method
27%
Quadrilateral Element
39%
Quadrilateral Plate
25%
Reissner-Mindlin Plate Theory
26%
S-norm
22%
Second Derivative
20%
Shear Deformation
19%
Shear Effect
17%
Shear Locking
37%
Shear Strain
64%
Shell Element
36%
Square Plate
29%
Static Analysis
18%
Thick Plate
67%
Thin Plate
63%
Transverse Displacement
21%
Transverse Shear Effects
17%
Triangular Element
47%
Triangular Plate
31%
Engineering
Beam Element
25%
Bending Energy
17%
Bending Problem
7%
Boundary Condition
28%
Buckling Analysis
43%
Circular Plate
12%
Composite Structure
12%
Corner Node
24%
Degree of Freedom
32%
Displacement Field
9%
Displacement Function
9%
Element Test
10%
Equilibrium Equation
11%
Error Estimation
14%
Finite Element Analysis
67%
Free Formulation
49%
Free Vibration Analysis
33%
Functionally Graded Material
67%
Functionally Graded Material Plate
26%
Good Performance
7%
Good Result
30%
Isotropic Plate
12%
Kirchhoff
31%
Laminated Composite Plate
22%
Mindlin Plate
13%
Nodes
89%
Orthogonality Condition
11%
Patch Test
63%
Plate Bending
93%
Plate Element
68%
Plate Structure
16%
Plate Theory
25%
Quadratic Function
14%
Quadrilateral Element
39%
Reference Solution
12%
Reissner-Mindlin Plate Theory
26%
Sandwich Plate
30%
Shape Function
7%
Shear Deformation
18%
Shear Force
9%
Shear Locking
44%
Shear Strain
100%
Shell Element
39%
Shell Theory
8%
Square Plate
29%
Static Analysis
10%
Thick Plate
72%
Thin Plate
67%
Thin Plate Problem
17%
Transverse Bending
10%