Modeling of multiple cracks in concrete structures using available finite element packages is not a simple task. In this work, this complexity is simplified by transforming multiple cracks into an equiva- lent single crack or equivalent damage zone. Based on…
Modeling of multiple cracks in concrete structures using available finite element packages is not a simple task. In this work, this complexity is simplified by transforming multiple cracks into an equiva- lent single crack or equivalent damage zone. Based on the global damage index, a method is proposed to rep- resent multiple cracks as an equivalent single crack such that both correspond to the same value of damage index. By correlating the fracture mechanics and damage mechanics theories through an energy equivalence approach, an equivalent damage zone corresponding to multiple cracks is obtained. A finite element analysis is performed to assess the stiffness degradation of the members using both the theories and the results show that both the theories agree well with each other. Finally, it is concluded that it is easier to model discrete multiple cracks as an equivalent single crack or as an equivalent damage zone with reduced stiffness.