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Table 3 Structural analysis. Load-deflection behavior of bridge structure with different shaped geometries of the main beam connection

From: Effect of beam joinery on bridge structural stability

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)