Advances in Materials Science and Engineering

Research Article

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

Table 1

Mixture proportion of concrete.
Water (kg/m3)Cement (kg/m3)Coarse aggregate (kg/m3)Fine aggregate (kg/m3)Plasticizer (kg/m3)Water-cement ratio
19541511466440.570.47