Semester: |
6 |
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Course Code: |
CE3110 |
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Course Name: |
Finite Element Methods in Solid Mechanics |
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Credit Value: |
3 (Notional hours:150) |
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Prerequisites: |
CE1130 |
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Core/Optional |
Core |
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Hourly Breakdown |
Lecture hrs. |
Tutorial hrs. |
Practical hrs. |
Assignment hrs. |
Independent Learning & Assessment hrs. |
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30 |
5 |
- |
20 |
95 |
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Course Aim: To introduce numerical methods for solving engineering problems. Intended Learning Outcomes: On successful completion of the course, the students should be able to; ➢ explain numerical methods in solid mechanics and their limitations. ➢ analyze discrete and continuum structural systems using the displacement based Finite Element (FE) method. ➢ develop a general computer code for analysis of basic structural systems. ➢ predict the complex structural system response by using commercially available Finite Element (FE) codes. |
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Course Content: ➢ Introduction to approximate methods to solve basic engineering problems: Variational Formulations for 1D problems (weak formulations): Galerkin Method; Rayleigh-Ritz . ➢ Introduction of finite element methods: Displacement based finite element method and force based finite element method; discretization error, proof of convergence and convergence rate. ➢ Displacement based finite element formulation of truss element and its applications: Derivation of element stiffness matrix for a spring/bar element referring local coordinate system; shape (interpolation) functions; 2D transformation of element stiffness matrix from local to global coordinate system; assembly of element stiffness matrices into global stiffness matrix; boundary conditions; solution techniques; evaluation of member forces; implementation using a computer code. ➢ Displacement based finite element formulation of frame element and its applications: Review of beam theory, derivation of stiffness matrix for frame element, shape (interpolation) functions, equivalent nodal forces, evaluation of stress resultants, implementation using a computer code. ➢ Finite element formulation of 2D plane stress/strain element: Basic equations; derivation of stiffness matrix for a 2D plane stress/strain element: constant strain triangular (CST) element, isoparametric formulation of 4-node quadrilateral element, and higher-order elements; equivalent nodal forces; Gaussian quadrature for numerical integration of 2D elements, reduced integration and Gauss points. ➢ Finite element formulation of 3D solid element: Isoparametric formulation of 8-node solid element, and higher-order elements; equivalent nodal forces; Gaussian quadrature for numerical integration of 3D elements, reduced integration and Gauss points. ➢ Modeling and analysis of complex structural systems using general purpose finite element programs: Pre-processor, input data, graphic interfaces, mesh generation, automatic renumbering for efficiency, processors, storage schemes, post-processors, output devices, graphic support, refining solution, use of finite element methods in CAD/CAE. |
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Teaching /Learning Methods: Classroom lectures, computer based exercises, hands on experience with software |
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Assessment Strategy: |
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Continuous Assessment 50% |
Final Assessment 50% |
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Details: Assignments/Quizzes/Tutorials 25% Mid Semester Examination 25% |
Theory (%) 50 |
Practical (%) - |
Other (%) - |
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Recommended Reading: ➢ Klaus-Jürgen Bathe. (2014). Finite Element Procedures, 2nd edition, Prentice Hall, Pearson Education, Inc. ➢ Logan, D. (2007). First Course in Finite Element Method, 4th edition, Nelson Engineering. ➢ Desai, C. (2005). Introduction to the Finite Element Method, 1st edition, CBS Publisher. ➢ Zienkiewicz, O. C., Taylor R.L., (1989/1990), The Finite Element Method in Structural and Continuum Mechanics, 4th edition, McGraw-Hill. |