MATEC Web Conf.
Volume 116, 20176th International Scientific Conference “Reliability and Durability of Railway Transport Engineering Structures and Buildings” (Transbud-2017)
|Number of page(s)||12|
|Section||Structures, Buildings and Facilities|
|Published online||10 July 2017|
Rigidity of reinforced concrete structures in the presence of different cracks
1 National Aviation University, 03058, Cosmonaut Komarov Avenu, 1, Kyiv, Ukraine
2 Limited Liability Company “V. Shimanovsky UkrRDISteelconstruction”, 02660, Osvoboditelei Avenu, 1, Kyiv, Ukraine
* Corresponding author: email@example.com
It is proposed a method for rigidity calculating of reinforced concrete structures in the presence of cracks, suitable for rod and flat-strained concrete composite structures. It is based on the operating conditions and includes a new, more complete classification of the various cracks, models of a special crack, the calculation of the two-console model; a special cantilever model to determine the parameters of the joint between the concrete; calculation model of the block with the working section at the beginning and end of the crack to determine the horizontal (vertical) projections of various cracks with the involvement of analytical relationships. They are based on the extremum of a function of many variables and Lagrange multipliers, as well as attracting level model of multi-level development of the various cracks, which allow to find the distance between the cracks and width of their disclosure, with considering the effect of discontinuities. This effect can greatly simplify the process of determining the rigidity of reinforced concrete structures (including composite ones), despite the complexity and diversity of the crack pattern.
© The Authors, published by EDP Sciences, 2017
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