Bending of a Viscoelastic Timoshenko Cracked Beam Based on Equivalent Viscoelastic Spring Models

Figure 15

(a) Distribution of dimensionless deflection (ξ, ) versus dimensionless coordinate ξ of the continuous cracked beams with VBVS model when =0. (b) Distribution of dimensionless deflection (ξ, ) versus dimensionless coordinate ξ of the continuous cracked beams with VBVS model when  = 1600.

(a)

(b)