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1D OF FINITE ELEMENT METHOD Session 4 – 6

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Presentation on theme: "1D OF FINITE ELEMENT METHOD Session 4 – 6"— Presentation transcript:

1 1D OF FINITE ELEMENT METHOD Session 4 – 6
Course : S Introduction to Finite Element Method Year : 2010 1D OF FINITE ELEMENT METHOD Session 4 – 6

2 COURSE 4 Content: 1D Element Types 1D Element Modelling 1D Solution
Example/Case Study Bina Nusantara

3 1D ELEMENT TYPES Bina Nusantara

4 Forces and Moments on 1D Element
1D ELEMENT MODELLING Forces and Moments on 1D Element Bina Nusantara

5 APPLICATION TO FINITE ELEMENT
Bina Nusantara

6 1D SOLUTION Global and Local Coordinate System Bina Nusantara

7 1D SOLUTION Bina Nusantara

8 1D SOLUTION Bina Nusantara

9 1D ELEMENT EXAMPLE u1 u2 Deformed shape f2 f1 x Node (a hinge) Element
Bina Nusantara

10 1D ELEMENT EXAMPLE Conjecture a displacement function u(x) x
Bina Nusantara

11 1D ELEMENT EXAMPLE Express u(x) in terms of nodal displacements by using boundary conditions. Deformed shape u(0) = u1 u(L) = u2 Bina Nusantara

12 1D ELEMENT EXAMPLE Sub (2) into (1)
Displacement polynomial that satisfies boundary conditions Bina Nusantara

13 Bar Element example Derive strain-displacement relationship by using mechanics theory Axial Strain Bina Nusantara

14 1D ELEMENT EXAMPLE Derive stress-displacement relationship by using elasticity theory Axial Stress Elastic Modulus Bina Nusantara

15 1D ELEMENT EXAMPLE Use principle of Virtual Work
Work = Stress x Strain x Volume Bar cross-sectional area A Internal work External work Bina Nusantara

16 1D ELEMENT EXAMPLE Equate internal and external work Stiffness matrix
Bina Nusantara

17 1D ELEMENT EXAMPLE Resultant stiffness matrix Bina Nusantara

18 EXAMPLE Axial deformation of a bar subjected to a uniform load
(1-D Poisson equation) u = axial displacement E=Young’s modulus = 1 A=Cross-sectional area = 1 Bina Nusantara

19 EXAMPLE Model the following shaft using two beam finite elements neglecting axial deformation, given the following data: Bina Nusantara

20 EXAMPLE Bina Nusantara

21 EXAMPLE Global and element coordinates are parallel. The Global nodal coordinates are then defined as ui, i =1, 2, , 6 . Now assign a set of generalized coordinates qi along same directions. Bina Nusantara

22 EXAMPLE Simple Form Bina Nusantara

23 EXAMPLE Bina Nusantara

24 EXAMPLE Bina Nusantara

25 EXAMPLE Bina Nusantara

26 EXAMPLE Bina Nusantara


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