Research Article

Investigating Fractional Damping Effect on Euler–Bernoulli Beam Subjected to a Moving Load

Table 4

Maximum deflection of elastic beams with the normalized time.

Beam end conditionsPosition of max. deflection (m)Time corresponds to max. deflection (sec)Max. normalized deflection

PP0.50.6651.70694872328
FF0.50.711.66289273724
FP0.5540.76051.72303418723
FC1.01.01.06559158286