| Files Posted by Siva Srinivas Kolukula |
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| 29 Dec 2011 |
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Mathieu Equation (Parametric Oscillator) Numerical and phase plane analysis of Mathieu equation / parametric oscillator
Author: Siva Srinivas Kolukula |
mathieu equation, parametric oscillator, ode45, phase plane, rungekutta method, stability |
20 |
0 |
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| 27 Dec 2011 |
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Plate Bending Bending of thin plate under uniform transverse pressure is solved using Finite Element Method
Author: Siva Srinivas Kolukula |
finite element method..., finite element method, plate bending, plot mesh, post processing, plate |
41 |
1 |
|
| 27 Dec 2011 |
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The Plane Stress Problem Plate under uniform tension at its edges is solved using Finite Element Method
Author: Siva Srinivas Kolukula |
finite element method, postprocessing, plate, fem, mesh, table |
35 |
1 |
|
| 09 Dec 2011 |
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Meshing thin shells using four noded elements To mesh thin shells using four noded elements to use in Finite Element Analysis
Author: Siva Srinivas Kolukula |
thin shells, preprocessing, finite element analys..., cylindrical shell, spherical shell, conical shell |
28 |
0 |
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| 22 Nov 2011 |
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Meshing a plate using four noded elements To mesh a plate with four noded elements for Finite Element Analysis
Author: Siva Srinivas Kolukula |
preprocessing, mesh, nodes, elements, nodal connectivity, finite element analys... |
26 |
0 |
|
| Files Tagged by Siva Srinivas Kolukula |
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| 29 Dec 2011 |
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Mathieu Equation (Parametric Oscillator) Numerical and phase plane analysis of Mathieu equation / parametric oscillator
Author: Siva Srinivas Kolukula |
mathieu equation, parametric oscillator, ode45, phase plane, rungekutta method, stability |
20 |
0 |
|
| 27 Dec 2011 |
|
Plate Bending Bending of thin plate under uniform transverse pressure is solved using Finite Element Method
Author: Siva Srinivas Kolukula |
finite element method..., finite element method, plate bending, plot mesh, post processing, plate |
41 |
1 |
|
| 27 Dec 2011 |
|
The Plane Stress Problem Plate under uniform tension at its edges is solved using Finite Element Method
Author: Siva Srinivas Kolukula |
finite element method, postprocessing, plate, fem, mesh, table |
35 |
1 |
|
| 09 Dec 2011 |
|
Meshing thin shells using four noded elements To mesh thin shells using four noded elements to use in Finite Element Analysis
Author: Siva Srinivas Kolukula |
thin shells, preprocessing, finite element analys..., cylindrical shell, spherical shell, conical shell |
28 |
0 |
|
| 22 Nov 2011 |
|
Meshing a plate using four noded elements To mesh a plate with four noded elements for Finite Element Analysis
Author: Siva Srinivas Kolukula |
preprocessing, mesh, nodes, elements, nodal connectivity, finite element analys... |
26 |
0 |
|
| Files Matching Siva Srinivas Kolukula's Watch List |
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| 29 Dec 2011 |
|
Mathieu Equation (Parametric Oscillator) Numerical and phase plane analysis of Mathieu equation / parametric oscillator
Author: Siva Srinivas Kolukula |
mathieu equation, parametric oscillator, ode45, phase plane, rungekutta method, stability |
20 |
0 |
|
| 27 Dec 2011 |
|
Plate Bending Bending of thin plate under uniform transverse pressure is solved using Finite Element Method
Author: Siva Srinivas Kolukula |
finite element method..., finite element method, plate bending, plot mesh, post processing, plate |
41 |
1 |
|
| 27 Dec 2011 |
|
The Plane Stress Problem Plate under uniform tension at its edges is solved using Finite Element Method
Author: Siva Srinivas Kolukula |
finite element method, postprocessing, plate, fem, mesh, table |
35 |
1 |
|
| 09 Dec 2011 |
|
Meshing thin shells using four noded elements To mesh thin shells using four noded elements to use in Finite Element Analysis
Author: Siva Srinivas Kolukula |
thin shells, preprocessing, finite element analys..., cylindrical shell, spherical shell, conical shell |
28 |
0 |
|
| 22 Nov 2011 |
|
Meshing a plate using four noded elements To mesh a plate with four noded elements for Finite Element Analysis
Author: Siva Srinivas Kolukula |
preprocessing, mesh, nodes, elements, nodal connectivity, finite element analys... |
26 |
0 |
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