Transcript Element Testing Using TESS PEER 2G02

Element Testing Using TESS
PEER 2G02
By Dr. Robert Pyke
S tra in
0 .0 0 5
0
-0 .0 0 5
-0 .0 1
0
10
20
30
40
50
60
T im e
70
80
90
100
110
0
10
20
30
40
50
60
T im e
70
80
90
100
110
1200
800
S tre ss
400
0
-4 0 0
-8 0 0
-1 2 0 0
1200
800
400
S tre ss
Symmetric
Loading
(Constant
Amplitude)
0 .0 1
0
-4 0 0
-8 0 0
-1 2 0 0
-0 .0 1
-0 .0 0 5
0
S tra in
0 .0 0 5
0 .0 1
S tra in
0 .0 0 5
0
-0 .0 0 5
-0 .0 1
0
10
20
30
40
50
60
T im e
70
80
90
100
110
0
10
20
30
40
50
60
T im e
70
80
90
100
110
1200
800
S tre ss
400
0
-4 0 0
-8 0 0
-1 2 0 0
1200
800
400
S tre ss
Symmetric
Loading
(Varying
Amplitude)
0 .0 1
0
-4 0 0
-8 0 0
-1 2 0 0
-0 .0 1
-0 .0 0 5
0
S tra in
0 .0 0 5
0 .0 1
0 .0 2
0 .0 1 5
S tra in
0 .0 0 5
0
-0 .0 0 5
-0 .0 1
-0 .0 1 5
-0 .0 2
0
10
20
30
40
50
60
T im e
70
80
90
100
110
0
10
20
30
40
50
60
T im e
70
80
90
100
110
1200
800
S tre ss
400
0
-4 0 0
-8 0 0
-1 2 0 0
1200
800
400
S tre ss
Asymmetric
Loading
0 .0 1
0
-4 0 0
-8 0 0
-1 2 0 0
-0 .0 2
-0 .0 1 5
-0 .0 1
-0 .0 0 5
0
S tra in
0 .0 0 5
0 .0 1
0 .0 1 5
0 .0 2
0 .0 2
0 .0 1 5
S tra in
0 .0 0 5
0
-0 .0 0 5
-0 .0 1
-0 .0 1 5
-0 .0 2
0
10
20
30
40
50
60
T im e
70
80
90
100
110
0
10
20
30
40
50
60
T im e
70
80
90
100
110
1200
800
S tre ss
400
0
-4 0 0
-8 0 0
-1 2 0 0
1200
800
400
S tre ss
Asymmetric
Loading
0 .0 1
0
-4 0 0
-8 0 0
-1 2 0 0
-0 .0 2
-0 .0 1 5
-0 .0 1
-0 .0 0 5
0
S tra in
0 .0 0 5
0 .0 1
0 .0 1 5
0 .0 2
0 .0 2
0 .0 1 5
S tra in
0 .0 0 5
0
-0 .0 0 5
-0 .0 1
-0 .0 1 5
-0 .0 2
0
10
20
30
40
50
60
T im e
70
80
90
100
110
0
10
20
30
40
50
60
T im e
70
80
90
100
110
1200
800
S tre ss
400
0
-4 0 0
-8 0 0
-1 2 0 0
1200
800
400
S tre ss
Asymmetric
Loading
0 .0 1
0
-4 0 0
-8 0 0
-1 2 0 0
-0 .0 2
-0 .0 1 5
-0 .0 1
-0 .0 0 5
0
S tra in
0 .0 0 5
0 .0 1
0 .0 1 5
0 .0 2
0 .0 2
0 .0 1 5
S tra in
0 .0 0 5
0
-0 .0 0 5
-0 .0 1
-0 .0 1 5
-0 .0 2
0
10
20
30
40
50
60
T im e
70
80
90
100
110
0
10
20
30
40
50
60
T im e
70
80
90
100
110
1200
800
S tre ss
400
0
-4 0 0
-8 0 0
-1 2 0 0
1200
800
400
S tre ss
Asymmetric
Loading
0 .0 1
0
-4 0 0
-8 0 0
-1 2 0 0
-0 .0 2
-0 .0 1 5
-0 .0 1
-0 .0 0 5
0
S tra in
0 .0 0 5
0 .0 1
0 .0 1 5
0 .0 2
0 .0 2
0 .0 1 5
S tra in
0 .0 0 5
0
-0 .0 0 5
-0 .0 1
-0 .0 1 5
-0 .0 2
0
10
20
30
40
50
60
T im e
70
80
90
100
110
0
10
20
30
40
50
60
T im e
70
80
90
100
110
1200
800
S tre ss
400
0
-4 0 0
-8 0 0
-1 2 0 0
1200
800
400
S tre ss
Asymmetric
Loading
0 .0 1
0
-4 0 0
-8 0 0
-1 2 0 0
-0 .0 2
-0 .0 1 5
-0 .0 1
-0 .0 0 5
0
S tra in
0 .0 0 5
0 .0 1
0 .0 1 5
0 .0 2
0 .0 1 5
S tra in
0 .0 0 5
0
-0 .0 0 5
-0 .0 1
-0 .0 1 5
0
20
40
60
80
100
120
T im e
140
160
180
200
220
240
0
20
40
60
80
100
120
T im e
140
160
180
200
220
240
1000
800
600
S tre ss
400
200
0
-2 0 0
-4 0 0
-6 0 0
-8 0 0
-1 0 0 0
1000
800
600
400
S tre ss
Reversal
Loading
0 .0 1
200
0
-2 0 0
-4 0 0
-6 0 0
-8 0 0
-1 0 0 0
-0 .0 1 5
-0 .0 1
-0 .0 0 5
0
S tra in
0 .0 0 5
0 .0 1
0 .0 1 5
0 .0 1 5
S tra in
0 .0 0 5
0
-0 .0 0 5
-0 .0 1
-0 .0 1 5
0
20
40
60
80
100
120
T im e
140
160
180
200
220
240
0
20
40
60
80
100
120
T im e
140
160
180
200
220
240
1000
800
600
S tre ss
400
200
0
-2 0 0
-4 0 0
-6 0 0
-8 0 0
-1 0 0 0
1000
800
600
400
S tre ss
Reversal
Loading
0 .0 1
200
0
-2 0 0
-4 0 0
-6 0 0
-8 0 0
-1 0 0 0
-0 .0 1 5
-0 .0 1
-0 .0 0 5
0
S tra in
0 .0 0 5
0 .0 1
0 .0 1 5
0 .0 1 5
S tra in
0 .0 0 5
0
-0 .0 0 5
-0 .0 1
-0 .0 1 5
0
20
40
60
80
100
120
T im e
140
160
180
200
220
240
0
20
40
60
80
100
120
T im e
140
160
180
200
220
240
1000
800
600
S tre ss
400
200
0
-2 0 0
-4 0 0
-6 0 0
-8 0 0
-1 0 0 0
1000
800
600
400
S tre ss
Reversal
Loading
0 .0 1
200
0
-2 0 0
-4 0 0
-6 0 0
-8 0 0
-1 0 0 0
-0 .0 1 5
-0 .0 1
-0 .0 0 5
0
S tra in
0 .0 0 5
0 .0 1
0 .0 1 5
0 .0 1 5
S tra in
0 .0 0 5
0
-0 .0 0 5
-0 .0 1
-0 .0 1 5
0
20
40
60
80
100
120
T im e
140
160
180
200
220
240
0
20
40
60
80
100
120
T im e
140
160
180
200
220
240
1000
800
600
S tre ss
400
200
0
-2 0 0
-4 0 0
-6 0 0
-8 0 0
-1 0 0 0
1000
800
600
400
S tre ss
Reversal
Loading
0 .0 1
200
0
-2 0 0
-4 0 0
-6 0 0
-8 0 0
-1 0 0 0
-0 .0 1 5
-0 .0 1
-0 .0 0 5
0
S tra in
0 .0 0 5
0 .0 1
0 .0 1 5