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Finite Element Analysis
MEEN 5330 Dustin Grant Kamlesh Borgaonkar Varsha Maddela Rupakkumar Patel Sandeep Yarlagadda
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Introduction What is finite element analysis, FEA?
What is FEA used for? 1D Rod Elements, 2D Trusses
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Basic Concepts Loads Equilibrium Boundary conditions
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Development of Theory Rayleigh-Ritz Method Galerkin’s Method
Total potential energy equation Galerkin’s Method
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1D Rod Elements To understand and solve 2D and 3D problems we must understand basic of 1D problems. Analysis of 1D rod elements can be done using Rayleigh-Ritz and Galerkin’s method To solve FEA problems same are modified in the Potential-Energy approach and Galerkin’s approach
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1D Rod Elements Loading consists of three types : body force f , traction force T, point load Pi Body force: distributed force , acting on every elemental volume of body i.e. self weight of body. Traction force: distributed force , acting on surface of body i.e. frictional resistance, viscous drag and surface shear Point load: a force acting on any single point of element
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1D Rod Elements Element strain energy Element stiffness matrix
Element Element-2 Element strain energy Element stiffness matrix Load vectors Element body load vector Element traction-force vector
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Example 1D Rod Elements Example 1
Problem statement: (Problem 3.1 from Chandrupatla and Belegunda’s book) Consider the bar in Fig.1, determine the following by hand calculation: 1) Displacement at point P 2) Strain and stress 3) Element stiffness matrix 4) strain energy in element Given:
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2D Truss 2 DOF Transformations Modified Stiffness Matrix
Methods of Solving
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2D Truss Transformation Matrix Direction Cosines
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2D Truss Element Stiffness Matrix
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Methods of Solving Elimination Approach Penalty Approach
Eliminate Constraints Penalty Approach Will not discuss Today
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Elimination Method Set defection at the constraint to equal zero
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Elimination Method Modified Equation DOF’s 1,2,4,7,8 equal to zero
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2D Truss Element Stresses Element Reaction Forces
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2D Truss Development of Tables Coordinate Table Connectivity Table
Direction Cosines Table
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2D Truss Coordinate Table
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2D Truss Connectivity Table
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2D Truss Direction Cosines Table
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Example 2D Truss
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MATLAB Program TRUSS2D.M
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3D Truss Stiffness Matrix
3D Transformation Matrix Direction Cosines
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3D Truss Stiffness Matrix
3D Stiffness Matrix
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Conclusion Good at Hand Calculations, Powerful when applied to computers Only limitations are the computer limitations
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References
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Homework
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