The development of fracture mechanics hypotheses applicable to the calculation of reinforced concrete structures for the second group of limit states

The problems of the fracture mechanics hypotheses development are formulated with reference to the calculation of reinforced concrete structures in the presence of cracks. The main aspects of fracture mechanics are given. They focus on the features of the predestruction zone, as well as the hypothes...

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Main Authors: Iakovenko Anatolyevich Igor, Kolchunov Ivanovich Vladimir
Format: Article
Language:English
Published: Institut za istrazivanja i projektovanja u privredi 2017-01-01
Series:Istrazivanja i projektovanja za privredu
Subjects:
Online Access:https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2017/1451-41171703367I.pdf
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spelling doaj-a1d259c798cc4bf09c0e6bd02232d7752021-04-02T12:31:14ZengInstitut za istrazivanja i projektovanja u privrediIstrazivanja i projektovanja za privredu1451-41171821-31972017-01-011533673761451-41171703367IThe development of fracture mechanics hypotheses applicable to the calculation of reinforced concrete structures for the second group of limit statesIakovenko Anatolyevich Igor0Kolchunov Ivanovich Vladimir1National Aviation University, Kiev, UkraineSouth-West State University, Kursk, RussiaThe problems of the fracture mechanics hypotheses development are formulated with reference to the calculation of reinforced concrete structures in the presence of cracks. The main aspects of fracture mechanics are given. They focus on the features of the predestruction zone, as well as the hypotheses and assumptions underlying the calculation of reinforced concrete structures for the second group of limit states. It is described the features of cutting a two-cantilever element including a crack for constructing an effective instrument of calculation for reinforced concrete with allowance for physical nonlinearity, cracking processes, bond of reinforcement with concrete, and the effect of discontinuity. It is obtained a new solution to the problem of the stressed-strained state of the reinforced concrete element in the zone immediately adjacent to the crack.https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2017/1451-41171703367I.pdfhypothesesfracture mechanicsreinforced concrete structuresnew concrete constantsdouble-cantilever elementcalculation apparatuscrack formationbondeffect of discontinuity
collection DOAJ
language English
format Article
sources DOAJ
author Iakovenko Anatolyevich Igor
Kolchunov Ivanovich Vladimir
spellingShingle Iakovenko Anatolyevich Igor
Kolchunov Ivanovich Vladimir
The development of fracture mechanics hypotheses applicable to the calculation of reinforced concrete structures for the second group of limit states
Istrazivanja i projektovanja za privredu
hypotheses
fracture mechanics
reinforced concrete structures
new concrete constants
double-cantilever element
calculation apparatus
crack formation
bond
effect of discontinuity
author_facet Iakovenko Anatolyevich Igor
Kolchunov Ivanovich Vladimir
author_sort Iakovenko Anatolyevich Igor
title The development of fracture mechanics hypotheses applicable to the calculation of reinforced concrete structures for the second group of limit states
title_short The development of fracture mechanics hypotheses applicable to the calculation of reinforced concrete structures for the second group of limit states
title_full The development of fracture mechanics hypotheses applicable to the calculation of reinforced concrete structures for the second group of limit states
title_fullStr The development of fracture mechanics hypotheses applicable to the calculation of reinforced concrete structures for the second group of limit states
title_full_unstemmed The development of fracture mechanics hypotheses applicable to the calculation of reinforced concrete structures for the second group of limit states
title_sort development of fracture mechanics hypotheses applicable to the calculation of reinforced concrete structures for the second group of limit states
publisher Institut za istrazivanja i projektovanja u privredi
series Istrazivanja i projektovanja za privredu
issn 1451-4117
1821-3197
publishDate 2017-01-01
description The problems of the fracture mechanics hypotheses development are formulated with reference to the calculation of reinforced concrete structures in the presence of cracks. The main aspects of fracture mechanics are given. They focus on the features of the predestruction zone, as well as the hypotheses and assumptions underlying the calculation of reinforced concrete structures for the second group of limit states. It is described the features of cutting a two-cantilever element including a crack for constructing an effective instrument of calculation for reinforced concrete with allowance for physical nonlinearity, cracking processes, bond of reinforcement with concrete, and the effect of discontinuity. It is obtained a new solution to the problem of the stressed-strained state of the reinforced concrete element in the zone immediately adjacent to the crack.
topic hypotheses
fracture mechanics
reinforced concrete structures
new concrete constants
double-cantilever element
calculation apparatus
crack formation
bond
effect of discontinuity
url https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2017/1451-41171703367I.pdf
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