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1 |
Application of discrete shear quadrilateral element for static bending, free vibration and buckling analysis of functionally graded material plate
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Composite Structures |
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2 |
On the formulation and evaluation of old and new efficient low order triangular plate bending elements with shear effects
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Computational Mechanics |
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3 |
On static and free vibration analysis of FGM plates using an efficient quadrilateral finite element based on DSPM
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Composite Structures |
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4 |
An improved incompatible DST element using free formulation approach
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Structural Engineering and Mechanics |
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5 |
An improved incompatible DSQ element using free formulation approach
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Structural Engineering and Mechanics |
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6 |
FEA Versus IGA in a Two-Node Beam Element Based on Unified and Integrated Method
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Advances in Applied Mathematics and Mechanics |
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7 |
A simplified UI element using third-order Hermitian displacement field for static and free vibration analysis of FGM beam
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Composite Structures |
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8 |
A new triangular shell element for composites accounting for shear deformation
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Composite Structures |
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9 |
Extension of the Certain Generalized Stresses Method for the stochastic analysis of homogeneous and laminated shells
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Computer Methods in Applied Mechanics and Engineering |
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10 |
Static and Free Vibration Analysis of FGM Beam Based on Unified and Integrated of Timoshenko's Theory
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Composite Structures |
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11 |
Isogeometric Collocation Method to solve the strong form equation of UI-RM Plate Theory
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Structural Engineering and Mechanics |
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12 |
A comparative formulation of T3γs, DST, DKMT and MITC3+ triangular plate elements with new numerical results based on s-norm tests
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European Journal of Mechanics - A/Solids |
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13 |
A unified polygonal locking-free thin/thick smoothed plate element
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Composite Structures |
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14 |
Theoretical equivalence and numerical performance of T3γs and MITC3 plate finite elements
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Structural Engineering and Mechanics |
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15 |
Asymptotic equivalence of DKMT and MITC3 elements for thick composite plates
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Composite Structures |
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16 |
Shear deformable shell element DKMQ24 for composite structure
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Composite Structures |
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17 |
A comparative formulation of DKMQ, DSQ and MITC4 quadrilateral plate elements with new numerical results based on s-norm tests
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Computers and Structures |
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18 |
Isogeometric Galerkin in rectangular plate bending problem based on UI approach
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European Journal of Mechanics - A/Solids |
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19 |
Error estimation for the DKMQ24 shell element using various recovery methods
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International Journal of Technology |
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20 |
Unified and integrated approach in a new Timoshenko beam element
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European Journal of Computational Mechanics |
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21 |
Development DKMQ shell element with five degrees of freedom per nodal
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International Journal of Mechanical Engineering and Robotics Research |
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