Investigation of Cracking in Reinforced Concrete Structures by Means of Standardized Deformation Models
https://doi.org/10.22227/2949-1622.2023.3.20-31
Abstract
In this study, a detailed analysis of the use of standardized deformation models is carried out to calculate the design characteristics of reinforced concrete elements, such as crack resistance. For theoretical verification of the values of the moment of cracking, calculation methods based on the use of a nonlinear deformation model are used.
A theoretical study of cracking moment using a non-linear deformation model shows that the application of a two-line diagram of concrete deformation allows to obtain the most accurate values of cracking moment.
About the Authors
Mikhail V. Morgunov
Bryansk State Engineering and Technology University
Russian Federation
Russian Federation
candidate of technical sciences, associate professor of the Department of Building Structures
Anzhelika A. Lyudkevich
Bryansk State Engineering and Technology University
Russian Federation
Russian Federation
master student of the department of building structures
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Review
For citations:
Morgunov M.V., Lyudkevich A.A. Investigation of Cracking in Reinforced Concrete Structures by Means of Standardized Deformation Models. Reinforced concrete structures. 2023;3(3):20-31. (In Russ.) https://doi.org/10.22227/2949-1622.2023.3.20-31
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