CLEAVING MODELING OF CONCRETE IN THE ZONE ANCHORING FREE OF TENSION FITTING
https://doi.org/10.26518/2071-7296-2017-2(54)-98-107
Abstract
The article presents the results of computer simulation of prototypes designed to test pull-out reinforcement of concrete. Analyzes the state of stress of concrete in the anchorage zone and identifies areas likely splitting the formation of cracks in elastic deformations of the materials. The calculation results are compared with experimental data. For a theoretical justification of a possible splintering involved elasticity problem of the action of a concentrated force at the point of infinite-finite body and a half.
About the Author
Yu. V. Krasnoshchekov
Omsk «SibADI»
Russian Federation
Russian Federation
Doctor of Technical Sciences, Professor, Department of building structures
644080, Mira, 5 prospect, Omsk, Russian Federation
References
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Review
For citations:
Krasnoshchekov Yu.V. CLEAVING MODELING OF CONCRETE IN THE ZONE ANCHORING FREE OF TENSION FITTING. The Russian Automobile and Highway Industry Journal. 2017;(2(54)):98-107. (In Russ.) https://doi.org/10.26518/2071-7296-2017-2(54)-98-107
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