Study of crack formation and limit equilibrium of reinforced concrete florr slab shell

Introduction. Experimental studies of crack formation and limit equilibrium of a reinforced concrete floor slab-shell, developed by the authors, were carried out.Materials and methods. The studies were carried out on reinforced concrete models made on a scale of 1:5. Results. During the tests, three...

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Main Authors: A. V. Selivanov, F. F. Reger, I. A. Chakurin
Format: Article
Language:Russian
Published: Siberian State Automobile and Highway University 2022-11-01
Series:Вестник СибАДИ
Subjects:
Online Access:https://vestnik.sibadi.org/jour/article/view/1542
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author A. V. Selivanov
F. F. Reger
I. A. Chakurin
author_facet A. V. Selivanov
F. F. Reger
I. A. Chakurin
author_sort A. V. Selivanov
collection DOAJ
description Introduction. Experimental studies of crack formation and limit equilibrium of a reinforced concrete floor slab-shell, developed by the authors, were carried out.Materials and methods. The studies were carried out on reinforced concrete models made on a scale of 1:5. Results. During the tests, three stages of the stress-strain state were established: the first is the elastic stage of concrete tensile work in the lower part of the longitudinal contour ribs; the second is the stage of formation and opening of cracks; the third is the stage of destruction.Discussion and conclusions. The first stage is observed from the beginning of loading until the moment of cracks formation in the longitudinal ribs, the second is between the end of the first stage and the beginning of the destruction of the ribs, the third is during the destruction of the flange and ribs of the models.
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spelling doaj.art-19e26fb08b874a91a93f77e9c948e6df2023-03-13T09:52:51ZrusSiberian State Automobile and Highway UniversityВестник СибАДИ2071-72962658-56262022-11-0119576277610.26518/2071-7296-2022-19-5-762-776773Study of crack formation and limit equilibrium of reinforced concrete florr slab shellA. V. Selivanov0F. F. Reger1I. A. Chakurin2Сибирский государственный автомобильно-дорожный университет (СибАДИ)ЗАО «ПИРС»Сибирский государственный автомобильно-дорожный университет (СибАДИ)Introduction. Experimental studies of crack formation and limit equilibrium of a reinforced concrete floor slab-shell, developed by the authors, were carried out.Materials and methods. The studies were carried out on reinforced concrete models made on a scale of 1:5. Results. During the tests, three stages of the stress-strain state were established: the first is the elastic stage of concrete tensile work in the lower part of the longitudinal contour ribs; the second is the stage of formation and opening of cracks; the third is the stage of destruction.Discussion and conclusions. The first stage is observed from the beginning of loading until the moment of cracks formation in the longitudinal ribs, the second is between the end of the first stage and the beginning of the destruction of the ribs, the third is during the destruction of the flange and ribs of the models.https://vestnik.sibadi.org/jour/article/view/1542железобетонная плита-оболочка перекрытияэкспериментальные исследованиятрещинообразованиепредельное равновесие
spellingShingle A. V. Selivanov
F. F. Reger
I. A. Chakurin
Study of crack formation and limit equilibrium of reinforced concrete florr slab shell
Вестник СибАДИ
железобетонная плита-оболочка перекрытия
экспериментальные исследования
трещинообразование
предельное равновесие
title Study of crack formation and limit equilibrium of reinforced concrete florr slab shell
title_full Study of crack formation and limit equilibrium of reinforced concrete florr slab shell
title_fullStr Study of crack formation and limit equilibrium of reinforced concrete florr slab shell
title_full_unstemmed Study of crack formation and limit equilibrium of reinforced concrete florr slab shell
title_short Study of crack formation and limit equilibrium of reinforced concrete florr slab shell
title_sort study of crack formation and limit equilibrium of reinforced concrete florr slab shell
topic железобетонная плита-оболочка перекрытия
экспериментальные исследования
трещинообразование
предельное равновесие
url https://vestnik.sibadi.org/jour/article/view/1542
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