3 Point Bending in Static Structural & Explicit Dynamics
I have a problem about 3 point bending case which i created in static structural. The problem is when i apply displacement (z= 14 mm) in z direction and support two ends with displacement constraint (x, y = free, z = fixed) plate did not deform in x direction. But when i looked theory of bending moment, theory said that it must be deform in x direction. After that i did another analysis in explicit module, plate deformed.
I add a picture both of analysis. So if you can help me i really appreciate it.
Note: i used same boundary conditions both static and explicit