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UNIVERSITY OF KERALA - College of Engineering, Trivandrum

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08.806.5 Elective IV FINITE ELEMENTMETHODS<br />

L T P/D Cr<br />

3 0 0 3<br />

Module I<br />

Review <strong>of</strong> Matrix Structural Analysis (Direct Stiffness Method) –Element stiffness equations – Assembly <strong>of</strong><br />

elements – Node numbering to exploit matrix sparsity – Displacement boundary conditions.<br />

Basics <strong>of</strong> Elasticity – Strain Displacement relations – Constitutive relations. Introduction to FEM – outline <strong>of</strong><br />

procedure – Displacement Models & Polynomial interpolations – Equilibrium and compatibility in the solution -<br />

Convergence requirements.<br />

Potential energy <strong>of</strong> an elastic body - Principle <strong>of</strong> stationary potential energy – the Rayleigh – Ritz method –<br />

piecewise polynomial field – finite element form <strong>of</strong> Rayleigh-Ritz method - Weighted residual methods -shape<br />

functions for C0 and C1 elements –Lagrangian and Hermitian interpolation functions for one and two<br />

dimensional elements.<br />

Module II<br />

Displacement-based Elements for Structural Mechanics:- Formulas for element stiffness matrix and load vector<br />

– overview <strong>of</strong> element stiffness matrices – Consistent element nodal load vector - Lumped loads-Patch test - -<br />

Stress computation<br />

Developments <strong>of</strong> shape functions for truss, beam and frame elements- Constant strain triangle -Linear strain<br />

triangle -Bilinear plane rectangular elements.<br />

Module III<br />

Isoparametric formulation - Line element- Plane bilinear element- Isoparametric formulation <strong>of</strong> Quadratic plane<br />

elements - Subparametric elements and superparametric elements - Gauss quadrature<br />

Plate and shell elements. (Description only).<br />

Solution Techniques for Linear Algebraic Equations – Storage schemes.<br />

Discussion <strong>of</strong> Finite Element programs using ANSYS or NISA.<br />

References:<br />

1. Cook, R.D., ‘Concepts and Applications <strong>of</strong> Finite Element Analysis’, JohnWiley.<br />

2. .Krishnamoorthy, C.S., ‘Finite Element Analysis – Theory and Programming’, Tata Mc Graw Hill.<br />

3. Rajasekaran, S., ‘Finite Element Analysis in <strong>Engineering</strong> Design’, Wheeler Pub.<br />

4. .Bathe, K.J., ‘Finite Element Procedures in <strong>Engineering</strong> Analysis’, Prentice Hall <strong>of</strong> India<br />

5. Zienkiewicz, O.C., and Taylor, R.L., ‘The Finite Element Method’, Vol. I and II, Mc Graw Hill.<br />

6. .Desai, C.S., ‘Elementary Finite Element Method’, Prentice Hall <strong>of</strong> India.<br />

7. .Madhujit Mukhodhay., ‘Matrix & Finite Element Analysis <strong>of</strong> Structures’, Ane Books.<br />

Question paper:Duration: 3 hours<br />

The question paper consists <strong>of</strong> Part A and Part B.<br />

Part A is for 40 marks. There will be 8 compulsory short answer questions covering entire syllabus.<br />

Part B is for 60 marks. There will two questions from each module. The candidate has to answer one question<br />

<strong>of</strong> 20 marks from each module.<br />

Note: No charts, tables, codes are permitted in the Examination hall .If necessary relevant data shall be given<br />

along with the question paper by the question paper setter.<br />

99

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