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- W3025400332 abstract "Multiple cracks are extremely common in aged or partially damaged concrete structures. These cracks have a decisive influence on the safety of structures. In this study, a novel multiple-crack-length-controlled method is presented for analyzing the cracking behavior of multiple cracks in concrete structures. This method introduces topological variables into the finite element calculation to identify the correct crack propagation pattern of multiple-crack problems. The values of topological variables that are used to active and inactive cracks are continually updated by the maximum stress criterion during calculation. The mathematical formulation of the proposed method is constructed in the incremental form. Thus, it is easy to be implemented in the nonlinear problems and capable of considering the influences of stress history on the plastic behaviors. Furthermore, several numerical examples with different cracking modes are studied. The results show that the proposed method provides a robust, effective, and fast way to solve the multiple-crack problems in concrete." @default.
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- W3025400332 date "2020-05-15" @default.
- W3025400332 modified "2023-09-26" @default.
- W3025400332 title "A numerical algorithm for multiple cracks propagation in concrete structure" @default.
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- W3025400332 doi "https://doi.org/10.1002/suco.201900564" @default.
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