Nonlinear Bond Model for the Dowel Action considering the Fatigue Damage Effect

<div>Comparison of FE analysis results and experimental data: (a) specimen A (the concrete cover is 143 mm); (b) specimen B (the concrete cover is 33 mm).</div>

Advances in Materials Science and Engineering

fig16

Figure 16

Figure 16: Nonlinear Bond Model for the Dowel Action considering the Fatigue Damage Effect 