Layer model of elasticity modulus prediction for lightweight concretes

Reducing the structures’ weight is one of the basic approaches to improving the efficiency of construction. There are many developments in this area, especially with lightweight concretes. One of the problems for structural lightweight concrete is a fairly low modulus of elasticity and increased pla...

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Main Authors: Korolev Alexander, Vatin Nikolai
Format: Article
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2021-10-01
Series:Magazine of Civil Engineering
Subjects:
Online Access:http://engstroy.spbstu.ru/article/2021.106.11/
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author Korolev Alexander
Vatin Nikolai
author_facet Korolev Alexander
Vatin Nikolai
author_sort Korolev Alexander
collection DOAJ
description Reducing the structures’ weight is one of the basic approaches to improving the efficiency of construction. There are many developments in this area, especially with lightweight concretes. One of the problems for structural lightweight concrete is a fairly low modulus of elasticity and increased plastic deformations in extreme conditions due to the high porosity of the lightweight aggregates. Therefore, the assessment and prediction of the deformative properties of lightweight concretes is an urgent scientific task on a par with heavy concretes. Our previous work proved the performance of the layer calculation model for heavy concretes. In this research, we attempted to test the layer model when calculating the deformative properties of concretes containinglightweight aggregates.
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spelling doaj.art-93bd91e4f2e74f00a23ed1080b06d51d2022-12-21T23:34:49ZengPeter the Great St. Petersburg Polytechnic UniversityMagazine of Civil Engineering2712-81722021-10-011060610.34910/MCE.106.1120714726Layer model of elasticity modulus prediction for lightweight concretesKorolev Alexander0https://orcid.org/0000-0003-4283-0400Vatin Nikolai1https://orcid.org/0000-0002-1196-8004South Ural State UniversityPeter the Great St. Petersburg Polytechnic UniversityReducing the structures’ weight is one of the basic approaches to improving the efficiency of construction. There are many developments in this area, especially with lightweight concretes. One of the problems for structural lightweight concrete is a fairly low modulus of elasticity and increased plastic deformations in extreme conditions due to the high porosity of the lightweight aggregates. Therefore, the assessment and prediction of the deformative properties of lightweight concretes is an urgent scientific task on a par with heavy concretes. Our previous work proved the performance of the layer calculation model for heavy concretes. In this research, we attempted to test the layer model when calculating the deformative properties of concretes containinglightweight aggregates.http://engstroy.spbstu.ru/article/2021.106.11/light concretesmodulus of elasticity/deformation of concreteconcrete deformabilityrelative elastic and plastic deformationslayer calculation model
spellingShingle Korolev Alexander
Vatin Nikolai
Layer model of elasticity modulus prediction for lightweight concretes
Magazine of Civil Engineering
light concretes
modulus of elasticity/deformation of concrete
concrete deformability
relative elastic and plastic deformations
layer calculation model
title Layer model of elasticity modulus prediction for lightweight concretes
title_full Layer model of elasticity modulus prediction for lightweight concretes
title_fullStr Layer model of elasticity modulus prediction for lightweight concretes
title_full_unstemmed Layer model of elasticity modulus prediction for lightweight concretes
title_short Layer model of elasticity modulus prediction for lightweight concretes
title_sort layer model of elasticity modulus prediction for lightweight concretes
topic light concretes
modulus of elasticity/deformation of concrete
concrete deformability
relative elastic and plastic deformations
layer calculation model
url http://engstroy.spbstu.ru/article/2021.106.11/
work_keys_str_mv AT korolevalexander layermodelofelasticitymoduluspredictionforlightweightconcretes
AT vatinnikolai layermodelofelasticitymoduluspredictionforlightweightconcretes