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Element Testing Using TESS PEER 2G02. By Dr. Robert Pyke. Symmetric Loading (Constant Amplitude). Symmetric Loading (Varying Amplitude). Asymmetric Loading. Asymmetric Loading. Asymmetric Loading. Asymmetric Loading. Asymmetric Loading. Reversal Loading. Reversal Loading. - PowerPoint PPT Presentation
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Element Testing Using TESSPEER 2G02
By Dr. Robert Pyke
Symmetric Loading
(Constant Amplitude) 0 10 20 30 40 50 60 70 80 90 100 110
Time
-0.01
-0.005
0
0.005
0.01
Strain
0 10 20 30 40 50 60 70 80 90 100 110Time
-1200
-800
-400
0
400
800
1200
Stress
-0 .01 -0 .005 0 0.005 0.01S tra in
-1200
-800
-400
0
400
800
1200
Stress
Symmetric Loading(Varying
Amplitude) 0 10 20 30 40 50 60 70 80 90 100 110Time
-0.01
-0.005
0
0.005
0.01
Strain
0 10 20 30 40 50 60 70 80 90 100 110Time
-1200
-800
-400
0
400
800
1200
Stress
-0 .01 -0 .005 0 0.005 0.01S tra in
-1200
-800
-400
0
400
800
1200
Stress
Asymmetric Loading
0 10 20 30 40 50 60 70 80 90 100 110Time
-0.02
-0.015
-0.01
-0 .005
0
0.005
0.01
0.015
0.02
Strain
0 10 20 30 40 50 60 70 80 90 100 110Time
-1200
-800
-400
0
400
800
1200
Stress
-0 .02 -0 .015 -0.01 -0.005 0 0.005 0.01 0.015 0.02S tra in
-1200
-800
-400
0
400
800
1200
Stress
Asymmetric Loading
0 10 20 30 40 50 60 70 80 90 100 110Time
-0.02
-0.015
-0.01
-0 .005
0
0.005
0.01
0.015
0.02
Strain
0 10 20 30 40 50 60 70 80 90 100 110Time
-1200
-800
-400
0
400
800
1200
Stress
-0 .02 -0 .015 -0.01 -0.005 0 0.005 0.01 0.015 0.02S tra in
-1200
-800
-400
0
400
800
1200
Stress
Asymmetric Loading
0 10 20 30 40 50 60 70 80 90 100 110Time
-0.02
-0.015
-0.01
-0 .005
0
0.005
0.01
0.015
0.02
Strain
0 10 20 30 40 50 60 70 80 90 100 110Time
-1200
-800
-400
0
400
800
1200
Stress
-0 .02 -0 .015 -0.01 -0.005 0 0.005 0.01 0.015 0.02S tra in
-1200
-800
-400
0
400
800
1200
Stress
Asymmetric Loading
0 10 20 30 40 50 60 70 80 90 100 110Time
-0.02
-0.015
-0.01
-0 .005
0
0.005
0.01
0.015
0.02
Strain
0 10 20 30 40 50 60 70 80 90 100 110Time
-1200
-800
-400
0
400
800
1200
Stress
-0 .02 -0 .015 -0.01 -0.005 0 0.005 0.01 0.015 0.02S tra in
-1200
-800
-400
0
400
800
1200
Stress
Asymmetric Loading
0 10 20 30 40 50 60 70 80 90 100 110Time
-0.02
-0.015
-0.01
-0 .005
0
0.005
0.01
0.015
0.02
Strain
0 10 20 30 40 50 60 70 80 90 100 110Time
-1200
-800
-400
0
400
800
1200
Stress
-0 .02 -0 .015 -0.01 -0.005 0 0.005 0.01 0.015 0.02S tra in
-1200
-800
-400
0
400
800
1200
Stress
Reversal Loading
0 20 40 60 80 100 120 140 160 180 200 220 240Time
-0.015
-0.01
-0 .005
0
0.005
0.01
0.015
Strain
0 20 40 60 80 100 120 140 160 180 200 220 240Time
-1000
-800
-600
-400
-200
0
200
400
600
800
1000
Stress
-0 .015 -0.01 -0 .005 0 0.005 0.01 0.015Stra in
-1000
-800
-600
-400
-200
0
200
400
600
800
1000
Stress
Reversal Loading
0 20 40 60 80 100 120 140 160 180 200 220 240Time
-0.015
-0.01
-0 .005
0
0.005
0.01
0.015
Strain
0 20 40 60 80 100 120 140 160 180 200 220 240Time
-1000
-800
-600
-400
-200
0
200
400
600
800
1000
Stress
-0 .015 -0.01 -0 .005 0 0.005 0.01 0.015Stra in
-1000
-800
-600
-400
-200
0
200
400
600
800
1000
Stress
Reversal Loading
0 20 40 60 80 100 120 140 160 180 200 220 240Time
-0.015
-0.01
-0 .005
0
0.005
0.01
0.015
Strain
0 20 40 60 80 100 120 140 160 180 200 220 240Time
-1000
-800
-600
-400
-200
0
200
400
600
800
1000
Stress
-0 .015 -0.01 -0 .005 0 0.005 0.01 0.015Stra in
-1000
-800
-600
-400
-200
0
200
400
600
800
1000
Stress
Reversal Loading
0 20 40 60 80 100 120 140 160 180 200 220 240Time
-0.015
-0.01
-0 .005
0
0.005
0.01
0.015
Strain
0 20 40 60 80 100 120 140 160 180 200 220 240Time
-1000
-800
-600
-400
-200
0
200
400
600
800
1000
Stress
-0 .015 -0.01 -0 .005 0 0.005 0.01 0.015Stra in
-1000
-800
-600
-400
-200
0
200
400
600
800
1000
Stress
![TESS DOSH[1]](https://img.dokumen.tips/doc/110x75/577d248a1a28ab4e1e9cb30a/tess-dosh1.jpg)
