@inproceedings{5dfd271e047c4c6f86503a36ac17fb0c,
title = "Comparative Analysis of the Use of Different Concrete Models in the Evaluation of the Propagation of Damage in the Reinforced Concrete Sample",
abstract = "The paper compares elastic-plastic material models with hardening/softening used to estimate the evolution of degradation of concrete cover in reinforced concrete structural elements, available among others in the ANSYS system. To avoid the solution{\textquoteright}s dependence on the FEM mesh, regularization using fracture energy was used. In addition, the effect of bond slip in the steel-concrete contact area on the evolution of degradation of concrete cover was analyzed. The paper point out the large discrepancy of the results depending on the concrete model and relatively low impact of steel-concrete contact region.",
keywords = "Computational plasticity, Corrosion, Cover damage, FEM",
author = "Kseniya Yurkova and Tomasz Krykowski",
note = "Publisher Copyright: {\textcopyright} 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.; 5th International Scientific Conference on Environmental Challenges in Civil Engineering, ECCE 2022 ; Conference date: 26-09-2022 Through 28-09-2022",
year = "2023",
doi = "10.1007/978-3-031-26879-3\_12",
language = "English",
isbn = "9783031268786",
series = "Lecture Notes in Civil Engineering",
publisher = "Springer Science and Business Media Deutschland GmbH",
pages = "151--164",
editor = "Zbigniew Zembaty and Zbigniew Perkowski and Damian Beben and Massimino, \{Maria Rossella\} and Oren Lavan",
booktitle = "Environmental Challenges in Civil Engineering II",
address = "Germany",
}