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Finite Elements Method (1D)

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Sample Truss. 1. 3. 2. 4 (2) (4) (5) (1) (3) x. y. x. ?. ?. ?. ?. ?. ?. ?. ?. ?. ? ... At equilbrium, the extension is such that the potential energy is a ... – PowerPoint PPT presentation

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Title: Finite Elements Method (1D)


1
Finite Elements Method (1D)
  • 2003.4.17

2
Node, Elements
1
Local Coordinates
?
Node j
?
Element
Node i
Global Coordinates
3
Sample Truss
1
4
2
P Force
(4)
(5)
(1)
(3)
x
3
1
(2)
Constraint 2
Constraint 1
4
Local Variable to Global Variable with Rotation
1
  • Deformation
  • Force
  • Relation

5
Combining the equation
1
  • Element equation ? Global Matrix

6
Elastic Bar
2
T
P
P
(Strain energy Gravity energy)
wdx
Q
Q
TdT
gravity
7
Theory
2
  • V(u(x)) functional u(x) function
  • At equilbrium, the extension is such that the
    potential energy is a minimum

?
8
Approximation for u(x)
2
Linear Approximation
Shape Function
9
Finite Element Equations
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