Abstract
In this article, the calculation of reinforced concrete elements is considered, assuming that concrete and reinforcement work with a complete deformation diagram taking into account geometrical and physical nonlinearity, including the descending branch, depending on the initial data. The basic principles of calculating the method of concentrated deformations are also described.
Conflict of Interest
The authors declare no conflict of interest.
Ethical Approval
Not applicable
Data Availability
The datasets used in this study are openly available at [repository link] and the source code is available on GitHub at [GitHub link].
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