Theory and Modern Applications
Table 3 Structural analysis. Load-deflection behavior of bridge structure with different shaped geometries of the main beam connection
Load–deflection behavior (MIN, MAX) | Half beam–beam shaped geometry | Half-full beam–beam shaped geometry |
|---|---|---|
Total deformation (mm) | (0, 0.1545) | (0, 0.489) |
Equivalent (von Mises) | ||
Stress (MPa) | (0.1289, 0.4796) | (0.5949, 8.837) |
Total Energy (mJ) | (0, 5674) | (0, 2.527E+4) |