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An improved incompatible DST element using free formulation approach
Irwan Katili
Department of Civil Engineering
Research output
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Contribution to journal
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Article
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peer-review
8
Citations (Scopus)
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Keyphrases
Patch Test
100%
Thick Plate
100%
Independent Transverse Shear Strain
100%
Formulation Approaches
100%
Free Formulation
100%
DST Elements
100%
Benchmark Testing
50%
High-order
50%
Second Derivative
50%
Kinematics
50%
Thin Plate
50%
Classical Benchmark
50%
Transverse Shear Effects
50%
Convergence Test
50%
Triangular Element
50%
3DOF
50%
Equilibrium Equations
50%
Lower Order
50%
Transverse Displacement
50%
Bending Energy
50%
Element Test
50%
Constitutive Law
50%
Element Yield
50%
Engineering
Nodes
100%
Patch Test
100%
Thick Plate
100%
Shear Strain
100%
Free Formulation
100%
Good Result
50%
Thin Plate
50%
Bending Energy
50%
Kinematic Relationship
50%
Element Test
50%
Equilibrium Equation
50%
Independent Constraint
50%
Earth and Planetary Sciences
Thick Plate
100%
Shear Strain
100%
Patch Test
100%
Thin Plate
50%
Equilibrium Equation
50%