Universität Karlsruhe (TH) - am Institut für Baustatik
Universität Karlsruhe (TH) - am Institut für Baustatik
Universität Karlsruhe (TH) - am Institut für Baustatik
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F=1.0<br />
<br />
x<br />
z<br />
h<br />
w<br />
y<br />
l = 12<br />
w = 1.1<br />
h = 0.05<br />
E = 29· 10 6<br />
ν = 0.22<br />
F = 1.0<br />
Figure 3: Twisted be<strong>am</strong>: geometrical and material data<br />
Table 1: Load case 1 normalized displacement u z for different elements<br />
Mesh El. Simo [31] Taylor [38] Sauer [17] Gruttmann/ Present<br />
Wagner [34]<br />
1*6 6 99.4 100.1 99.5 102.0 99.6<br />
2*12 24 100.0 100.2 99.7 100.6 99.7<br />
4*24 96 100.1 100.1 99.9 99.3 99.9<br />
8*48 384 100.2 100.0 100.0 100.0 100.0<br />
Table 2: Load case 2 normalized displacement u y for different elements<br />
Mesh El. Simo [31] Taylor [38] Sauer [17] Gruttmann/ Present<br />
Wagner [34]<br />
1*6 6 95.1 102.1 94.0 104.4 94.0<br />
2*12 24 98.7 101.1 98.5 100.5 98.5<br />
4*24 96 99.8 100.2 99.6 99.4 99.6<br />
8*48 384 100.1 100.0 99.9 100.0 100.0<br />
-1.387E+00 min<br />
-1.289E+00<br />
-1.190E+00<br />
-1.090E+00<br />
-9.913E-01<br />
-8.922E-01<br />
-7.931E-01<br />
-6.939E-01<br />
-5.948E-01<br />
-4.957E-01<br />
-3.965E-01<br />
-2.974E-01<br />
-1.983E-01<br />
-9.913E-02<br />
0.000E+00 max<br />
0.000E+00 min<br />
2.450E-02<br />
4.900E-02<br />
7.351E-02<br />
9.801E-02<br />
1.225E-01<br />
1.470E-01<br />
1.715E-01<br />
1.960E-01<br />
2.205E-01<br />
2.450E-01<br />
2.695E-01<br />
2.940E-01<br />
3.185E-01<br />
3.429E-01 max<br />
Figure 4: Deformed configurations for load case 1 and 2 and with displacements u z and u y<br />
16
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