The nonlinear stress-strain state of the concrete-filled steel tube structures

The article is devoted to the mathematical modeling of the nonlinear stress-strain state of the concrete core in the concrete-filled steel tube structures. The paper uses a nonlinear diagram of concrete deformation under compression, which consists of two straight sections. In addition, the increase...
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Autor*in:	Vera Snigireva [verfasserIn] Gleb Gorynin [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2018

Schlagwörter:	concrete-filled steel tube structures nonlinear concrete deformation diagram concrete column in a steel cage

Übergeordnetes Werk:	In: Инженерно-строительный журнал - Peter the Great St. Petersburg Polytechnic University, 2020, 83(2018), 7, Seite 73-82
Übergeordnetes Werk:	volume:83 ; year:2018 ; number:7 ; pages:73-82

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.18720/MCE.83.7

Katalog-ID:	DOAJ058007512

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spelling	10.18720/MCE.83.7 doi (DE-627)DOAJ058007512 (DE-599)DOAJeb5f5cb70c3240589c55b51625f15780 DE-627 ger DE-627 rakwb eng TA1-2040 TH1-9745 Vera Snigireva verfasserin aut The nonlinear stress-strain state of the concrete-filled steel tube structures 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The article is devoted to the mathematical modeling of the nonlinear stress-strain state of the concrete core in the concrete-filled steel tube structures. The paper uses a nonlinear diagram of concrete deformation under compression, which consists of two straight sections. In addition, the increase in the Poisson's ratio with increasing longitudinal deformations is taken into account. The article discusses two types of concrete-filled steel tube structures: the traditional concrete-filled steel tube column and the concrete column in steel tube cage. It is established that when the traditional concrete-filled steel tube column is loaded, the steel tube break contact with concrete core. This is the latent defect in such structures. The concrete column in steel tube cage does not have this defect. Concrete is acted to the three-dimensional compression here. It is concluded that taking into account the nonlinear behavior of concrete leads to the increasing of the calculated load-bearing capacity of the concrete column in the steel tube cage. In addition, change in the Poisson’s ratio of concrete leads to the increasing of the load-bearing capacity too. concrete-filled steel tube structures nonlinear concrete deformation diagram concrete column in a steel cage Engineering (General). Civil engineering (General) Building construction Gleb Gorynin verfasserin aut In Инженерно-строительный журнал Peter the Great St. Petersburg Polytechnic University, 2020 83(2018), 7, Seite 73-82 (DE-627)668029226 (DE-600)2627423-1 20710305 nnns volume:83 year:2018 number:7 pages:73-82 https://doi.org/10.18720/MCE.83.7 kostenfrei https://doaj.org/article/eb5f5cb70c3240589c55b51625f15780 kostenfrei https://engstroy.spbstu.ru/en/article/2018.83.7/ kostenfrei https://doaj.org/toc/2071-0305 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 83 2018 7 73-82
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allfieldsSound	10.18720/MCE.83.7 doi (DE-627)DOAJ058007512 (DE-599)DOAJeb5f5cb70c3240589c55b51625f15780 DE-627 ger DE-627 rakwb eng TA1-2040 TH1-9745 Vera Snigireva verfasserin aut The nonlinear stress-strain state of the concrete-filled steel tube structures 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The article is devoted to the mathematical modeling of the nonlinear stress-strain state of the concrete core in the concrete-filled steel tube structures. The paper uses a nonlinear diagram of concrete deformation under compression, which consists of two straight sections. In addition, the increase in the Poisson's ratio with increasing longitudinal deformations is taken into account. The article discusses two types of concrete-filled steel tube structures: the traditional concrete-filled steel tube column and the concrete column in steel tube cage. It is established that when the traditional concrete-filled steel tube column is loaded, the steel tube break contact with concrete core. This is the latent defect in such structures. The concrete column in steel tube cage does not have this defect. Concrete is acted to the three-dimensional compression here. It is concluded that taking into account the nonlinear behavior of concrete leads to the increasing of the calculated load-bearing capacity of the concrete column in the steel tube cage. In addition, change in the Poisson’s ratio of concrete leads to the increasing of the load-bearing capacity too. concrete-filled steel tube structures nonlinear concrete deformation diagram concrete column in a steel cage Engineering (General). Civil engineering (General) Building construction Gleb Gorynin verfasserin aut In Инженерно-строительный журнал Peter the Great St. Petersburg Polytechnic University, 2020 83(2018), 7, Seite 73-82 (DE-627)668029226 (DE-600)2627423-1 20710305 nnns volume:83 year:2018 number:7 pages:73-82 https://doi.org/10.18720/MCE.83.7 kostenfrei https://doaj.org/article/eb5f5cb70c3240589c55b51625f15780 kostenfrei https://engstroy.spbstu.ru/en/article/2018.83.7/ kostenfrei https://doaj.org/toc/2071-0305 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 83 2018 7 73-82
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callnumber-first	T - Technology
author	Vera Snigireva
spellingShingle	Vera Snigireva misc TA1-2040 misc TH1-9745 misc concrete-filled steel tube structures misc nonlinear concrete deformation diagram misc concrete column in a steel cage misc Engineering (General). Civil engineering (General) misc Building construction The nonlinear stress-strain state of the concrete-filled steel tube structures
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topic	misc TA1-2040 misc TH1-9745 misc concrete-filled steel tube structures misc nonlinear concrete deformation diagram misc concrete column in a steel cage misc Engineering (General). Civil engineering (General) misc Building construction
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title	The nonlinear stress-strain state of the concrete-filled steel tube structures
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title_full	The nonlinear stress-strain state of the concrete-filled steel tube structures
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title_sort	nonlinear stress-strain state of the concrete-filled steel tube structures
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title_auth	The nonlinear stress-strain state of the concrete-filled steel tube structures
abstract	The article is devoted to the mathematical modeling of the nonlinear stress-strain state of the concrete core in the concrete-filled steel tube structures. The paper uses a nonlinear diagram of concrete deformation under compression, which consists of two straight sections. In addition, the increase in the Poisson's ratio with increasing longitudinal deformations is taken into account. The article discusses two types of concrete-filled steel tube structures: the traditional concrete-filled steel tube column and the concrete column in steel tube cage. It is established that when the traditional concrete-filled steel tube column is loaded, the steel tube break contact with concrete core. This is the latent defect in such structures. The concrete column in steel tube cage does not have this defect. Concrete is acted to the three-dimensional compression here. It is concluded that taking into account the nonlinear behavior of concrete leads to the increasing of the calculated load-bearing capacity of the concrete column in the steel tube cage. In addition, change in the Poisson’s ratio of concrete leads to the increasing of the load-bearing capacity too.
abstractGer	The article is devoted to the mathematical modeling of the nonlinear stress-strain state of the concrete core in the concrete-filled steel tube structures. The paper uses a nonlinear diagram of concrete deformation under compression, which consists of two straight sections. In addition, the increase in the Poisson's ratio with increasing longitudinal deformations is taken into account. The article discusses two types of concrete-filled steel tube structures: the traditional concrete-filled steel tube column and the concrete column in steel tube cage. It is established that when the traditional concrete-filled steel tube column is loaded, the steel tube break contact with concrete core. This is the latent defect in such structures. The concrete column in steel tube cage does not have this defect. Concrete is acted to the three-dimensional compression here. It is concluded that taking into account the nonlinear behavior of concrete leads to the increasing of the calculated load-bearing capacity of the concrete column in the steel tube cage. In addition, change in the Poisson’s ratio of concrete leads to the increasing of the load-bearing capacity too.
abstract_unstemmed	The article is devoted to the mathematical modeling of the nonlinear stress-strain state of the concrete core in the concrete-filled steel tube structures. The paper uses a nonlinear diagram of concrete deformation under compression, which consists of two straight sections. In addition, the increase in the Poisson's ratio with increasing longitudinal deformations is taken into account. The article discusses two types of concrete-filled steel tube structures: the traditional concrete-filled steel tube column and the concrete column in steel tube cage. It is established that when the traditional concrete-filled steel tube column is loaded, the steel tube break contact with concrete core. This is the latent defect in such structures. The concrete column in steel tube cage does not have this defect. Concrete is acted to the three-dimensional compression here. It is concluded that taking into account the nonlinear behavior of concrete leads to the increasing of the calculated load-bearing capacity of the concrete column in the steel tube cage. In addition, change in the Poisson’s ratio of concrete leads to the increasing of the load-bearing capacity too.
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title_short	The nonlinear stress-strain state of the concrete-filled steel tube structures
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The nonlinear stress-strain state of the concrete-filled steel tube structures

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