Engineering
Analytical Result
9%
Arch
65%
Aspect Ratio
19%
Axial Deformation
10%
Axial Extension
46%
Beam Axis
8%
Beam Element
20%
Beam Model
16%
Boundary Condition
41%
Cantilever Beam
10%
Circular Beam
19%
Classical Beam
16%
Concentrated Load
8%
Constitutive Equation
11%
Continuum Mechanic Theory
8%
Cross Section
100%
Cylindrical Coordinate
18%
Distributed Load
17%
Elasticity Theory
24%
Equation System
8%
Finite Element Formulation
16%
Frame Structure
23%
Free Vibration
42%
Functionally Graded Material
7%
Fundamental Matrix
29%
Geometric Parameter
10%
Governing Differential Equation
32%
Inertia Effect
9%
Initial Value
58%
Length Scale
19%
Loading Condition
27%
Mechanical Performance
10%
Numerical Example
14%
Opening Angle
15%
Parametric Study
9%
Plane Bending
12%
Plane Deformation
8%
Point Load
10%
Resonant Frequency
23%
Resultant Force
10%
Rotation Angle
12%
Rotational
8%
Scale Parameter
10%
Shear Deformation
67%
Size Effect
10%
Static Analysis
27%
Static Problem
18%
Structural Element
14%
Surface Atom
13%
Torsional Vibration
12%
Keyphrases
Analytical Expression
19%
Analytical Results
10%
Analytical Solution
10%
Axial Deformation
10%
Axial Extension
45%
Cantilever Beam
10%
Circular Arch
32%
Circular Beam
22%
Crack Location
10%
Curved Beam
57%
Exact Analytical Solution
12%
Exact Solutions
83%
Finite Element Analysis
14%
Finite Element Formulation
16%
Finite Element Method
10%
Flexural-torsional Vibration
10%
Frame Structure
23%
Free Vibration
35%
Fundamental Matrix
26%
Geometric Parameters
10%
Governing Differential Equation
23%
Governing Equation
24%
In-plane Statics
21%
In-plane Vibration
27%
Inertia Effect
17%
Initial Value Method
48%
Lattice Structure
10%
Mechanical Behavior
14%
Nanobeam
23%
Natural Frequency
26%
Nonlocal Elasticity
10%
Nonlocal Elasticity Theory
14%
Numerical Examples
13%
Opening Angle
14%
Out-of-plane Behaviour
23%
Out-of-plane Bending
10%
Out-of-plane Statics
13%
Parabolic Arch
21%
Planar Curved Beam
17%
Rotatory Inertia
31%
Shear Deformation
44%
Shear Deformation Effect
12%
Slenderness Ratio
13%
Static Behavior
19%
Straight Beam
12%
Stress Resultants
14%
Three-dimensional (3D)
10%
Timoshenko
10%
Variable Curvature
12%
Varying Cross-section
19%
