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Modelling of discrete cracks in reinforced concrete plates with the Strong Discontinuity Approach (SDA)
| Content Provider | Scilit |
|---|---|
| Author | Häussler-Combe, U. Chihadeh, A. Shehni, A. |
| Copyright Year | 2019 |
| Description | SDA offers an alternative to the modelling of crack formation of concrete structures. In contrast to smeared crack approaches or crack bands it naturally solves the problem of mesh sensitivity due to strain softening behavior. In contrast to X-FEM propagating displacement discontinuities are treated on the element level and not carried to the system level which simplifies crack propagation criteria. The paper discusses a theory to connect the SDA for continuum elements with truss elements which are arbitrarily embedded in a continuum with a flexible bond to model rebars and demonstrates it with examples. Book Name: Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2018-0-88325-0&isbn=9780429426506&doi=10.1201/9780429426506-107&format=pdf |
| Ending Page | 616 |
| Page Count | 6 |
| Starting Page | 611 |
| DOI | 10.1201/9780429426506-107 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2019-08-21 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications Mechanics Behavior Modelling Concrete Propagation Structures Contrast Discontinuity Continuum |
| Content Type | Text |
| Resource Type | Chapter |
