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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Load P in kN<br />
20,0<br />
18,0<br />
16,0<br />
14,0<br />
12,0<br />
10,0<br />
8,0<br />
Present elastic<br />
EAS Shell plastic<br />
Present plastic<br />
Present, plastic,<br />
large steps<br />
6,0<br />
4,0<br />
2,0<br />
0,0<br />
0,0 50,0 100,0 150,0 200,0 250,0 300,0<br />
Displacement w in cm<br />
Figure 11: Load deflection curves of the channel–section be<strong>am</strong>: elasto–plastic material behaviour<br />
0.000E+00 min<br />
6.000E+00<br />
1.200E+01<br />
1.800E+01<br />
2.400E+01<br />
3.000E+01<br />
3.600E+01 max<br />
Figure 12: Von Mises stresses in kN/cm 2 for the ultimate state and unloaded state<br />
21
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