CLEAVING MODELING OF CONCRETE IN THE ZONE ANCHORING FREE OF TENSION FITTING

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 calcul...

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Main Author: Yu. V. Krasnoshchekov
Format: Article
Language:Russian
Published: Siberian State Automobile and Highway University 2017-08-01
Series:Вестник СибАДИ
Subjects:
Online Access:https://vestnik.sibadi.org/jour/article/view/49
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author Yu. V. Krasnoshchekov
author_facet Yu. V. Krasnoshchekov
author_sort Yu. V. Krasnoshchekov
collection DOAJ
description 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.
format Article
id doaj-art-de7da61a2bd54523af8b48794b0ec758
institution DOAJ
issn 2071-7296
2658-5626
language Russian
publishDate 2017-08-01
publisher Siberian State Automobile and Highway University
record_format Article
series Вестник СибАДИ
spelling doaj-art-de7da61a2bd54523af8b48794b0ec7582025-08-20T03:23:12ZrusSiberian State Automobile and Highway UniversityВестник СибАДИ2071-72962658-56262017-08-0102(54)9810710.26518/2071-7296-2017-2(54)-98-10745CLEAVING MODELING OF CONCRETE IN THE ZONE ANCHORING FREE OF TENSION FITTINGYu. V. Krasnoshchekov0Omsk «SibADI»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.https://vestnik.sibadi.org/jour/article/view/49reinforced concretethe state of stressanchoring reinforcement is-tests carried modelingchoppingcutelasticity theory.
spellingShingle Yu. V. Krasnoshchekov
CLEAVING MODELING OF CONCRETE IN THE ZONE ANCHORING FREE OF TENSION FITTING
Вестник СибАДИ
reinforced concrete
the state of stress
anchoring reinforcement is-tests carried modeling
chopping
cut
elasticity theory.
title CLEAVING MODELING OF CONCRETE IN THE ZONE ANCHORING FREE OF TENSION FITTING
title_full CLEAVING MODELING OF CONCRETE IN THE ZONE ANCHORING FREE OF TENSION FITTING
title_fullStr CLEAVING MODELING OF CONCRETE IN THE ZONE ANCHORING FREE OF TENSION FITTING
title_full_unstemmed CLEAVING MODELING OF CONCRETE IN THE ZONE ANCHORING FREE OF TENSION FITTING
title_short CLEAVING MODELING OF CONCRETE IN THE ZONE ANCHORING FREE OF TENSION FITTING
title_sort cleaving modeling of concrete in the zone anchoring free of tension fitting
topic reinforced concrete
the state of stress
anchoring reinforcement is-tests carried modeling
chopping
cut
elasticity theory.
url https://vestnik.sibadi.org/jour/article/view/49
work_keys_str_mv AT yuvkrasnoshchekov cleavingmodelingofconcreteinthezoneanchoringfreeoftensionfitting