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- W2946952190 abstract "Civil engineering buildings, massive and unique, are mostly made of reinforced or prestressed concrete. Sustainability, tightness and safety are the major pillars of a building's performance. Cracking is a major phenomenon which impacts the buildings' behaviour under different loadings in terms of sustainability and structural capacity. Development of numerical models which describe accurately the response of quasi-brittle materials under complex loading remains an important research topic for the scientific community. The objective of this work is the development of a numerical model which represents explicitly cracking of reinforced concrete structures. Concrete and reinforced concrete degradation process, characterised by the appearance of several anisotropic crack families, is described by means of an anisotropic damage model accounting for oriented crack families. The kinematics of this model is enriched with a displacement jump in order to reproduce the development of cracks in the material during loading. This displacement jump is identified as the crack opening. The developed model is validated on simulations of plain concrete structures exhibiting mode I as well as mixed-mode failure. The performances of the enriched model are shown by the simulation of reinforced concrete structures such as a shear wall submitted to cyclic loading." @default.
- W2946952190 created "2019-06-07" @default.
- W2946952190 creator A5047225830 @default.
- W2946952190 date "2016-12-01" @default.
- W2946952190 modified "2023-09-25" @default.
- W2946952190 title "Anisotropic crack modelling of reinforced concrete structures with an enhanced kinematics : Application to bidimensional elements under cyclic loading" @default.
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- W2946952190 hasPublicationYear "2016" @default.
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