Assessment of the early-age strains and stresses in 2D restrained self-stressed members

The paper presents the implementation of the modified strains development model (MSDM) for the two-way restrained self-stressed members such as expansive concrete-filled steel tubes and expansive concrete plane elements with arbitrary orthogonal reinforcement. The analytical approach allows defining...

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Main Authors: Viktar V. Tur, Volha H. Sannikava
Format: Article
Language:English
Published: Lublin University of Technology 2020-11-01
Series:Budownictwo i Architektura
Subjects:
Online Access:https://ph.pollub.pl/index.php/bia/article/view/2131
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author Viktar V. Tur
Volha H. Sannikava
author_facet Viktar V. Tur
Volha H. Sannikava
author_sort Viktar V. Tur
collection DOAJ
description The paper presents the implementation of the modified strains development model (MSDM) for the two-way restrained self-stressed members such as expansive concrete-filled steel tubes and expansive concrete plane elements with arbitrary orthogonal reinforcement. The analytical approach allows defining the restrained strains and stresses in any 2D restraint conditions by following the iterative procedures and accounting for the elastic-plastic behaviour of expansive concrete at an early age. The consistency of the proposed method was confirmed by assessing the experimental results of the two series of the expansive concrete-filled steel tubes and three series of the expansive concrete plane members with mesh reinforcement in the centre of gravity.
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spelling doaj.art-55046749b7eb4afe8e237ddec65b07122024-03-03T01:02:59ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752020-11-0119410.35784/bud-arch.2131Assessment of the early-age strains and stresses in 2D restrained self-stressed membersViktar V. Tur0Volha H. Sannikava1Department of Concrete Technology and Building Materials; Faculty of Civil Engineering; Brest State Technical University; Moskovskaya Street 267, 224017 Brest, BelarusDepartment of Geotechnics and Transport Communications; Faculty of Civil Engineering; Brest State Technical University; Moskovskaya Street 267, 224017 Brest, Belarus The paper presents the implementation of the modified strains development model (MSDM) for the two-way restrained self-stressed members such as expansive concrete-filled steel tubes and expansive concrete plane elements with arbitrary orthogonal reinforcement. The analytical approach allows defining the restrained strains and stresses in any 2D restraint conditions by following the iterative procedures and accounting for the elastic-plastic behaviour of expansive concrete at an early age. The consistency of the proposed method was confirmed by assessing the experimental results of the two series of the expansive concrete-filled steel tubes and three series of the expansive concrete plane members with mesh reinforcement in the centre of gravity.https://ph.pollub.pl/index.php/bia/article/view/2131expansive concretestrainsstressesrestraint conditionsanalytical model
spellingShingle Viktar V. Tur
Volha H. Sannikava
Assessment of the early-age strains and stresses in 2D restrained self-stressed members
Budownictwo i Architektura
expansive concrete
strains
stresses
restraint conditions
analytical model
title Assessment of the early-age strains and stresses in 2D restrained self-stressed members
title_full Assessment of the early-age strains and stresses in 2D restrained self-stressed members
title_fullStr Assessment of the early-age strains and stresses in 2D restrained self-stressed members
title_full_unstemmed Assessment of the early-age strains and stresses in 2D restrained self-stressed members
title_short Assessment of the early-age strains and stresses in 2D restrained self-stressed members
title_sort assessment of the early age strains and stresses in 2d restrained self stressed members
topic expansive concrete
strains
stresses
restraint conditions
analytical model
url https://ph.pollub.pl/index.php/bia/article/view/2131
work_keys_str_mv AT viktarvtur assessmentoftheearlyagestrainsandstressesin2drestrainedselfstressedmembers
AT volhahsannikava assessmentoftheearlyagestrainsandstressesin2drestrainedselfstressedmembers