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Unified and integrated approach in a new Timoshenko beam element
Irwan Katili
Department of Civil Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
17
Citations (Scopus)
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Keyphrases
Beam Element
50%
Bending Deflection
100%
Displacement Formulation
50%
Euler Element
50%
Euler-Bernoulli
50%
First Derivative
50%
Hermite
50%
Influence Factors
50%
Influence of Shear
50%
Integrated Element
100%
Locking-free Finite Element
100%
Numerical Test
50%
Proposed Formulation
50%
Rotation Function
50%
Second Derivative
50%
Shape Function
50%
Shear Deformable Beam
50%
Shear Deformation
50%
Thick Beam
50%
Thickness Ratio
50%
Thin Beams
50%
Three Degrees of Freedom
100%
Timoshenko Beam Element
100%
Transversal Force
50%
Vertical Displacement
50%
Engineering
Beam Element
100%
Degree of Freedom
66%
Displacement Formulation
33%
Finite Element Method
66%
Nodes
100%
Rotational
33%
Shape Function
33%
Shear Deformation
33%
Thickness Ratio
33%