230
R. dell’Erba
Fig. 14.4 X Evolution of the point j = 115 versus time
Fig. 14.5 X Evolution j = 115 versus time (modified rule with feedback) Full X range
14.4 Results for a Bending Beam
In this section, we want to investigate the behaviour of our tool applied to a bending
beam loaded at one end and evaluate the differences with the numerical solutions
of the differential equations. In the preceding papers, we got some success but we
need to go deeply to a better understanding so we are looking for some cases that do
not correspond to what we are expecting. We consider a bidimensional elastic short
square beam (X and Y coordinate from 10 to 21 at the not deformed configuration)
R. dell’Erba
Fig. 14.4 X Evolution of the point j = 115 versus time
Fig. 14.5 X Evolution j = 115 versus time (modified rule with feedback) Full X range
14.4 Results for a Bending Beam
In this section, we want to investigate the behaviour of our tool applied to a bending
beam loaded at one end and evaluate the differences with the numerical solutions
of the differential equations. In the preceding papers, we got some success but we
need to go deeply to a better understanding so we are looking for some cases that do
not correspond to what we are expecting. We consider a bidimensional elastic short
square beam (X and Y coordinate from 10 to 21 at the not deformed configuration)