Figure 0.1: E11 - Dehnung in horizontale Richtung - CAD.de
Figure 0.1: E11 - Dehnung in horizontale Richtung - CAD.de
Figure 0.1: E11 - Dehnung in horizontale Richtung - CAD.de
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Pr<strong>in</strong>ted us<strong>in</strong>g Abaqus/CAE on: Thu Nov 03 09:02:06 CET 2011<br />
Pr<strong>in</strong>ted us<strong>in</strong>g Abaqus/CAE on: Thu Nov 03 09:02:28 CET 2011<br />
E, <strong>E11</strong><br />
−1.079e−03<br />
−2.365e−03<br />
−3.651e−03<br />
−4.937e−03<br />
−6.223e−03<br />
−7.509e−03<br />
−8.795e−03<br />
−1.008e−02<br />
−1.137e−02<br />
−1.265e−02<br />
−1.394e−02<br />
−1.522e−02<br />
−1.651e−02<br />
E, <strong>E11</strong><br />
+0.000e+00<br />
−8.688e−04<br />
−1.738e−03<br />
−2.606e−03<br />
−3.475e−03<br />
−4.344e−03<br />
−5.213e−03<br />
−6.082e−03<br />
−6.950e−03<br />
−7.819e−03<br />
−8.688e−03<br />
−9.557e−03<br />
−1.043e−02<br />
Max: +0.000e+00<br />
Elem: PART−1−1.65<br />
No<strong>de</strong>: 83<br />
M<strong>in</strong>: −1.043e−02<br />
Elem: PART−1−1.32<br />
No<strong>de</strong>: 45<br />
M<strong>in</strong>: −1.043e−02<br />
Y<br />
ODB: Job−1.odb Abaqus/Standard 6.11−1 Thu Nov 03 08:26:09 CET 2011<br />
Z<br />
Step: Step−1<br />
Increment 10: Step Time = 100.0<br />
Primary X Var: E, <strong>E11</strong><br />
Deformed Var: U Deformation Scale Factor: +3.000e+00<br />
Step: Step−1<br />
Increment 10: Step Time = 100.0<br />
Primary Var: E, <strong>E11</strong><br />
Deformed Var: U Deformation Scale Factor: +3.000e+00<br />
(a) PlaneStra<strong>in</strong><br />
(b) Plane Stress<br />
<strong>Figure</strong> <strong>0.1</strong>: <strong>E11</strong> - <strong>Dehnung</strong> <strong>in</strong> <strong>horizontale</strong> <strong>Richtung</strong><br />
1
Pr<strong>in</strong>ted us<strong>in</strong>g Abaqus/CAE on: Thu Nov 03 09:00:35 CET 2011<br />
Pr<strong>in</strong>ted us<strong>in</strong>g Abaqus/CAE on: Thu Nov 03 09:01:52 CET 2011<br />
E, E22<br />
+4.139e−02<br />
+4.010e−02<br />
+3.881e−02<br />
+3.752e−02<br />
+3.623e−02<br />
+3.494e−02<br />
+3.365e−02<br />
+3.236e−02<br />
+3.107e−02<br />
+2.978e−02<br />
+2.849e−02<br />
+2.720e−02<br />
+2.590e−02<br />
E, E22<br />
+3.821e−02<br />
+3.752e−02<br />
+3.682e−02<br />
+3.613e−02<br />
+3.544e−02<br />
+3.474e−02<br />
+3.405e−02<br />
+3.336e−02<br />
+3.266e−02<br />
+3.197e−02<br />
+3.128e−02<br />
+3.058e−02<br />
+2.989e−02<br />
Max: +3.821e−02<br />
Elem: PART−1−1.64<br />
No<strong>de</strong>: 73<br />
M<strong>in</strong>: +2.989e−02<br />
Elem: PART−1−1.66<br />
No<strong>de</strong>: 76<br />
ODB: Job−1.odb Abaqus/Standard 6.11−1 Thu Nov 03 08:26:09 CET 2011<br />
Y<br />
Z<br />
Step: Step−1<br />
Increment 10: Step Time = 100.0<br />
Primary X Var: E, E22<br />
Deformed Var: U Deformation Scale Factor: +3.000e+00<br />
Step: Step−1<br />
Increment 10: Step Time = 100.0<br />
Primary Var: E, E22<br />
Deformed Var: U Deformation Scale Factor: +3.000e+00<br />
M<strong>in</strong>: +2.989e−02<br />
Max: +3.821e−02<br />
(a) PlaneStra<strong>in</strong><br />
(b) Plane Stress<br />
<strong>Figure</strong> 0.2: E22 - <strong>Dehnung</strong> <strong>in</strong> vertikale <strong>Richtung</strong><br />
2
Pr<strong>in</strong>ted us<strong>in</strong>g Abaqus/CAE on: Thu Nov 03 09:03:34 CET 2011<br />
Pr<strong>in</strong>ted us<strong>in</strong>g Abaqus/CAE on: Thu Nov 03 09:03:45 CET 2011<br />
S, Pressure<br />
−3.078e+03<br />
−3.188e+03<br />
−3.298e+03<br />
−3.408e+03<br />
−3.519e+03<br />
−3.629e+03<br />
−3.739e+03<br />
−3.849e+03<br />
−3.960e+03<br />
−4.070e+03<br />
−4.180e+03<br />
−4.290e+03<br />
−4.400e+03<br />
S, Pressure<br />
−2.042e+03<br />
−2.175e+03<br />
−2.308e+03<br />
−2.441e+03<br />
−2.574e+03<br />
−2.707e+03<br />
−2.840e+03<br />
−2.973e+03<br />
−3.107e+03<br />
−3.240e+03<br />
−3.373e+03<br />
−3.506e+03<br />
−3.639e+03<br />
Max: −2.042e+03<br />
Elem: PART−1−1.64<br />
No<strong>de</strong>: 74<br />
M<strong>in</strong>: −3.639e+03<br />
Elem: PART−1−1.70<br />
No<strong>de</strong>: 88<br />
ODB: Job−1.odb Abaqus/Standard 6.11−1 Thu Nov 03 08:26:09 CET 2011<br />
Y<br />
Z<br />
Step: Step−1<br />
Increment 10: Step Time = 100.0<br />
Primary X Var: S, Pressure<br />
Deformed Var: U Deformation Scale Factor: +3.000e+00<br />
Step: Step−1<br />
Increment 10: Step Time = 100.0<br />
Primary Var: S, Pressure<br />
Deformed Var: U Deformation Scale Factor: +3.000e+00<br />
Max: −2.042e+03<br />
(a) PlaneStra<strong>in</strong><br />
(b) Plane Stress<br />
<strong>Figure</strong> 0.3: Pressure<br />
3
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