Final Assignment - Finite Element Analysis - Assignment, Exercises of Mathematical Methods for Numerical Analysis and Optimization

Main points are: Final Assignment, Rayleigh-Ritz Method, One-Parameter Approximation, Displacements of Points, Hermite Interpolation Functions, Node Beam Element, Gauss Quadratures, Quadratic Interpolation Functions

Typology: Exercises

2012/2013

Uploaded on 04/18/2013

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Finite Element Analysis FINAL EXAMINATION (Closed Book)
Answer all questions.
All questions carry equal marks.
Maximum marks: 50
Time: 3 Hours
Question 1:
Using the Rayleigh-Ritz method solve the following equation in a square region:
22
0
22
TT
kg
xy






0 on sides 1 and 1Txy

0 (insulated) on sides 0 and 0
Txy
n

using a one-parameter approximation of the form
22
111Tc x y
.
Question 2:
Determine the forces and displacements of points B and C of the structure shown in the figure
below.
Question 3:
Derive Hermite interpolation functions for a two node beam element with three primary
variables at each node:
w, , where dw
dx
 , and 2
2
dw
dx
 .
Question 4:
Evaluate the following integrals using the Newton—Cotes and Gauss quadratures when i
are the quadratic interpolation functions.
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Download Final Assignment - Finite Element Analysis - Assignment and more Exercises Mathematical Methods for Numerical Analysis and Optimization in PDF only on Docsity!

Finite Element Analysis FINAL EXAMINATION (Closed Book) Answer all questions. All questions carry equal marks.

Maximum marks: 50 Time: 3 Hours

Question 1: Using the Rayleigh-Ritz method solve the following equation in a square region: 2 2 2 2 0 k T^ T g x y

 ^ ^   

T  0 on sides x  1 and y  1  Tn (^)  0 (insulated) on sides x  0 and y  0

using a one-parameter approximation of the form T  c 1  1  x^2^  1  y^2 .

Question 2: Determine the forces and displacements of points B and C of the structure shown in the figure below.

Question 3: Derive Hermite interpolation functions for a two node beam element with three primary

variables at each node:  w, ,   where   dwdx , and

2 2 d w   (^) dx.

Question 4: Evaluate the following integrals using the Newton—Cotes and Gauss quadratures when  i

are the quadratic interpolation functions.

12 ^0 ^1 212 ^0  1 2

b (^) b

a a

x (^) x

x x

K x x d^ d dx G x x dx dx dx

   ^     

 

where   1 1 2  1   , and  2  1 2  1  . Use the appropriate number of integration points.

Question 5: Determine the shape functions for the five-node rectangular element shown in the figure below.

Question 6: Determine the conditions on the location of node 3 of the quadrilateral element shown in the figure below. Show that the transformation equations are given by

x  1 4  1   2 1     a  1  

y  1 4  1   2 1     b  1  

 - n = 
  • 0.00000
  • 0.40584
  • 0.74153
  • 0.94910 - 0.41795 - 0.38183 - 0.27970 - 0.12948 - n =
    • 0.18343
  • 0.52553
  • 0.79666
  • 0.96028 - 0.36268 - 0.31370 - 0.22238 - 0.10122 - n =
  • 0.00000
  • 0.32425
  • 0.61337
  • 0.83603
  • 0.96816 - 0.33023 - 0.31234 - 0.26061 - 0.18064 - 0.08127 - n =
  • 0.14887
  • 0.43339
  • 0.67940
  • 0.86506
  • 0.97390 - 0.29552 - 0.26926 - 0.21908 - 0.14945 - 0.06667