
Figure 1
Beam under moving force.

Figure 2
Stress gradient model. Displacement and bending moment of the beam for T = 0.5, ηg = 0.01.

Figure 3
Strain gradient model. Displacement and bending moment of the beam for T = 0.5, ηg = 0.01.

Figure 4
Stress gradient model. Displacement and bending moment of the beam for T = 0.5, ηg = 0.05.

Figure 5
Strain gradient model. Displacement and bending moment of the beam for T = 0.5, ηg = 001.

Figure 6
Stress gradient model. Displacement and bending moment of the beam for T = 0.5, ηg = 0.10.

Figure 7
Strain gradient model. Displacement and bending moment of the beam for T = 0.5, ηg = 0.10.

Figure 8
Stress gradient model. Vibrations of the beam in the middle cross section if ηg = 0.01.

Figure 9
Strain gradient model. Vibrations of the beam in the middle cross section if ηg = 0.01.

Figure 10
Stress gradient model. Vibrations of the beam in the middle cross-section if ηg = 0.05.

Figure 11
Strain gradient model. Vibrations of the beam in the middle cross-section if ηg = 0.05.

Figure 12
Stress gradient model. Vibrations of the beam in the middle cross section if ηg = 0.10.

Figure 13
Strain gradient model. Vibrations of the beam in the middle cross-section if ηg = 0.10.