A New Numerical Approach in the Seismic Failure Analysis of Concrete Gravity Dams Using Extended Finite Element Method

Author(s):  
Majid Haghani ◽  
Bahram Navayi Neya ◽  
Mohammad Taghi Ahmadi ◽  
Javad Vaseghi Amiri
Author(s):  
Elena Benvenuti ◽  
Nicola Orlando

AbstractWe propose a formulation for tracking general crack paths in elastodamaging materials without mesh adaptivity and broadening of the damage band. The idea is to treat in a unified way both the damaging process and the development of displacement discontinuities by means of the regularized finite element method. With respect to previous authors’ contributions, a novel damage evolution law and an original crack tracking framework are proposed. We face the issue of mesh objectivity through several two-dimensional tests, obtaining smooth crack paths and reliable structural results.


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