Presentation is loading. Please wait.

Presentation is loading. Please wait.

Finite Element Analysis

Similar presentations


Presentation on theme: "Finite Element Analysis"— Presentation transcript:

1 Finite Element Analysis
MEEN 5330 Dustin Grant Kamlesh Borgaonkar Varsha Maddela Rupakkumar Patel Sandeep Yarlagadda

2 Introduction What is finite element analysis, FEA?
What is FEA used for? 1D Rod Elements, 2D Trusses

3 Basic Concepts Loads Equilibrium Boundary conditions

4 Development of Theory Rayleigh-Ritz Method Galerkin’s Method
Total potential energy equation Galerkin’s Method

5 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

6 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

7 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

8 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:

9

10

11

12 2D Truss 2 DOF Transformations Modified Stiffness Matrix
Methods of Solving

13 2D Truss Transformation Matrix Direction Cosines

14 2D Truss Element Stiffness Matrix

15 Methods of Solving Elimination Approach Penalty Approach
Eliminate Constraints Penalty Approach Will not discuss Today

16 Elimination Method Set defection at the constraint to equal zero

17 Elimination Method Modified Equation DOF’s 1,2,4,7,8 equal to zero

18 2D Truss Element Stresses Element Reaction Forces

19 2D Truss Development of Tables Coordinate Table Connectivity Table
Direction Cosines Table

20 2D Truss Coordinate Table

21 2D Truss Connectivity Table

22 2D Truss Direction Cosines Table

23 Example 2D Truss

24

25

26

27

28

29 MATLAB Program TRUSS2D.M

30 3D Truss Stiffness Matrix
3D Transformation Matrix Direction Cosines

31 3D Truss Stiffness Matrix
3D Stiffness Matrix

32 Conclusion Good at Hand Calculations, Powerful when applied to computers Only limitations are the computer limitations

33 References

34 Homework


Download ppt "Finite Element Analysis"

Similar presentations


Ads by Google