The construction features of the deformation and force model of concrete and reinforced concrete resistance
The main features of the deformation and force model of deformation of reinforced concrete elements and structures based on generalized diagrams of their state are considered in the article. Particular attention is focused on the basic methodological problems and shortcomings of modern "deforma...
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2017-01-01
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Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201711602028 |
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doaj-6917f23541c241fdb0ecc38b42acc40d2021-02-02T00:48:36ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-011160202810.1051/matecconf/201711602028matecconf_trs2017_02028The construction features of the deformation and force model of concrete and reinforced concrete resistanceRomashko Vasyl0Romashko Olena1Department of Architectural Designing Bases, Constructing and Graphics, National University of Water Management and Nature Recourses UseDepartment of Architectural Designing Bases, Constructing and Graphics, National University of Water Management and Nature Recourses UseThe main features of the deformation and force model of deformation of reinforced concrete elements and structures based on generalized diagrams of their state are considered in the article. Particular attention is focused on the basic methodological problems and shortcomings of modern "deformation" models. It is shown that in the most cases these problems can be solved by the generalized diagrams of reinforced concrete elements and structures real state. Thanks to these diagrams, the developed method: provides a single methodological approach to the calculation of reinforced concrete elements and structures normal sections for limit states; allows to reveal the internal static indeterminacy of heterogeneously deformable elements and structures in their ultimate limit state calculation; justifies the application of the basic and derived criteria of reinforced concrete elements and structures bearing capacity exhaustion; retains the essence of the physical processes of concrete and reinforced concrete structures deformation. The defining positions of the generalized (universal) methodology for calculating reinforced concrete elements and structures are stated.https://doi.org/10.1051/matecconf/201711602028 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Romashko Vasyl Romashko Olena |
spellingShingle |
Romashko Vasyl Romashko Olena The construction features of the deformation and force model of concrete and reinforced concrete resistance MATEC Web of Conferences |
author_facet |
Romashko Vasyl Romashko Olena |
author_sort |
Romashko Vasyl |
title |
The construction features of the deformation and force model of concrete and reinforced concrete resistance |
title_short |
The construction features of the deformation and force model of concrete and reinforced concrete resistance |
title_full |
The construction features of the deformation and force model of concrete and reinforced concrete resistance |
title_fullStr |
The construction features of the deformation and force model of concrete and reinforced concrete resistance |
title_full_unstemmed |
The construction features of the deformation and force model of concrete and reinforced concrete resistance |
title_sort |
construction features of the deformation and force model of concrete and reinforced concrete resistance |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2017-01-01 |
description |
The main features of the deformation and force model of deformation of reinforced concrete elements and structures based on generalized diagrams of their state are considered in the article. Particular attention is focused on the basic methodological problems and shortcomings of modern "deformation" models. It is shown that in the most cases these problems can be solved by the generalized diagrams of reinforced concrete elements and structures real state. Thanks to these diagrams, the developed method: provides a single methodological approach to the calculation of reinforced concrete elements and structures normal sections for limit states; allows to reveal the internal static indeterminacy of heterogeneously deformable elements and structures in their ultimate limit state calculation; justifies the application of the basic and derived criteria of reinforced concrete elements and structures bearing capacity exhaustion; retains the essence of the physical processes of concrete and reinforced concrete structures deformation. The defining positions of the generalized (universal) methodology for calculating reinforced concrete elements and structures are stated. |
url |
https://doi.org/10.1051/matecconf/201711602028 |
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