asignment 1 dange,sahil
DESCRIPTION
Assignment FEMTRANSCRIPT
Sahil Vikas Dange RUID: 159009436
Assignment 1
Loads: P6=P3=0 Q6=-40000 N Q3= -100000 N
A=0.0018m2 E= 200e09 N/m2
Solving by ANSYS:
1) Nodal Displacement in X Direction
PRINT U NODAL SOLUTION PER NODE
***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
Sahil Vikas Dange RUID: 159009436 THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL COORDINATE SYSTEM
NODE UX
1 0.0000
2 0.66667E-03
3 0.15556E-02
4 0.24444E-02
5 0.74074E-03
6 0.14074E-02
MAXIMUM ABSOLUTE VALUES
NODE 4
VALUE 0.24444E-02
2) Nodal displacement in Y direction PRINT U NODAL SOLUTION PER NODE
***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL COORDINATE SYSTEM
NODE UY
1 0.0000
2 -0.35152E-02
3 -0.53290E-02
4 0.0000
5 -0.42179E-02
6 -0.32930E-02
MAXIMUM ABSOLUTE VALUES
NODE 3
VALUE -0.53290E-02
3) Nodal Reactions
PRINT REACTION SOLUTIONS PER NODE
***** POST1 TOTAL REACTION SOLUTION LISTING *****
LOAD STEP= 1 SUBSTEP= 1
TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING X,Y,Z SOLUTIONS ARE IN THE GLOBAL COORDINATE SYSTEM
NODE FX FY FZ
1 0.36380E-10 60000. 0.0000
4 80000.
TOTAL VALUES
VALUE 0.36380E-10 0.14000E+06 0.0000
Sahil Vikas Dange RUID: 159009436
4) Member Force PRINT ELEMENT TABLE ITEMS PER ELEMENT
***** POST1 ELEMENT TABLE LISTING *****
STAT CURRENT
ELEM MF
1 60000.
2 80000.
3 80000.
4 -0.11314E+06
5 -60000.
6 20000.
7 0.10000E+06
8 -28284.
9 -84853.
MINIMUM VALUES
ELEM 4
VALUE -0.11314E+06
MAXIMUM VALUES
ELEM 7
VALUE 0.10000E+06
Sahil Vikas Dange RUID: 159009436
Solved by MATLAB
1) Member Force
F =
1.0e+05 *
0.6000
0.8000
0.8000
-1.1314
-0.6000
0.2000
1.0000
-0.2828
-0.8485
2) Nodal Displacement (u1,v1,u2,v2,…)
x =
0
0
0.0007
-0.0035
0.0016
-0.0053
0.0024
Sahil Vikas Dange RUID: 159009436 0
0.0007
-0.0042
0.0014
-0.0033
3) Nodal Force
P =
1.0e+05 *
0.0000
0.6000
0
0
0
-1.0000
0
0.8000
0
0
0
-0.4000
>>
Sahil Vikas Dange RUID: 159009436
CONCLUSION: Values by both ANSYS and MATLAB are same:
UX ANSYS UY ANSYS 1 0.0000
2 0.66667E-03
3 0.15556E-02
4 0.24444E-02
5 0.74074E-03
6 0.14074E-02
UX MATLAB
1 0.0000
2 -0.35152E-02
3 -0.53290E-02
4 0.0000
5 -0.42179E-02
6 -0.32930E-02
UY MATLAB
0 0.0007 0.0016 0.0024 0.0007 0.0014
0 -0.0035 -0.0053 0 -0.0042 -0.0033
Member Force ANSYS Member Force MATLAB
1 *
1 60000.
2 80000.
3 80000.
4 -0.11314E+06
5 -60000.
6 20000.
7 0.10000E+06
8 -28284.
9 -84853.
1.0e+05 * 0.6000 0.8000 0.8000 -1.1314 -0.6000 0.2000 1.0000 -0.2828 -0.8485