Hi everyone. I’m modeling a fiber reinforced concrete notched beam, 550 mm long; it’s a three point bending test and I have to plot the CMOD (crack mouth opening displacement)-force diagram in order to compare it with those obtained from laboratory tests. I modeled the beam as a 2D planar part...
Hi everyone. I’m modeling a fiber reinforced concrete notched beam, 550 mm long; it’s a three point bending test and I have to plot the CMOD (crack mouth opening displacement)-force diagram in order to compare it with those obtained from laboratory tests. I modeled the beam as a 2D planar part...