The influence of plastic strains on the behavior of bending reinforced concrete elements when changing the force sign
https://doi.org/10.33979/2073-7416-2021-98-6-50-62
Abstract
The Russian standardsfor earthquake resistant constructions suppose the development of plastic strains in reinforced concrete constructions under seismic effects. Their presence influences significantly on the stress-strain state, bearing capacity and mechanism of destruction of reinforced concrete constructions under alternation loads of high intensity. The methodology and main results of experimental tests connected with the evaluation of plastic deformations influence on the behavior of reinforced concrete bending elements when changing the force sign is represented. The information about the bearing capacity reduction when changing the force sign with the increase of plastic strains in the first semi cycle of loading is given. The coefficients of plasticity for reinforcement deformations limit values are obtained, corresponding to the beginning of compressed zone concrete destruction when changing the force sign and the plots of normal sections deformations distribution of experimental specimens under direct and reverse loading have been built.
About the Authors
S. Ol. Kurnavina
Moscow State University of Civil Engineering (National Research University)
Russian Federation
Russian Federation
Kurnavina Sofyia Ol., candidate in technical sciences, docent, associate professor of the department of reinforced concrete and stone structures
Moscow
I. V. Tsatsulin
Moscow State University of Civil Engineering (National Research University)
Russian Federation
Russian Federation
Tsatsulin Ilya V., postgraduate student of the department of reinforced concrete and stone structures.
Moscow
I. K. Manaenkov
Moscow State University of Civil Engineering (National Research University)
Russian Federation
Russian Federation
Manaenkov Ivan K., candidate in technical sciences, associate professor of the department of reinforced concrete and stone structures
Moscow
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Review
For citations:
Kurnavina S.O., Tsatsulin I.V., Manaenkov I.K. The influence of plastic strains on the behavior of bending reinforced concrete elements when changing the force sign. Building and Reconstruction. 2021;(6):50-62. (In Russ.) https://doi.org/10.33979/2073-7416-2021-98-6-50-62
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