Flexible procedure for concreting in hot and dry climate based on Phase Change Material

The article presents the possibilities of using a flexible approach in designing production processes in construction on an example of concreting in a hot and dry climate. The basic drawback of typical quality management system procedures is their rigidity. It is based on the assumption that buildin...

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Main Authors: Hsino Mahmoud, Paslawski Jerzy
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201822201005
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spelling doaj-4ed5fe661f8948099beefcc27f2bd3b52021-02-02T07:27:39ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-012220100510.1051/matecconf/201822201005matecconf_orsdce2018_01005Flexible procedure for concreting in hot and dry climate based on Phase Change MaterialHsino Mahmoud0Paslawski Jerzy1Stanislaw Staszic University of Applied Sciences in Pila, Politechnic InstitutePoznan University of Technology, Department of Construction and Environmental EngineeringThe article presents the possibilities of using a flexible approach in designing production processes in construction on an example of concreting in a hot and dry climate. The basic drawback of typical quality management system procedures is their rigidity. It is based on the assumption that building processes are carried out in favorable conditions. Meanwhile, these conditions often change to a large extent during the process, and the accuracy of weather forecasts is limited. The aim of the article is to demonstrate the advantages of flexibility procedures for concreting on the example of concrete modification with phase-change materials. The conducted research has shown a reduction in the risk of structure damage during maturing of young concrete due to the use of hybrid phase-change materials in the conditions of central Syria climate. Phase-change materials provide lowering of the thermal peak in the initial maturation period and unification of the temperature in the cross-section of the element (limitation of the thermal gradient). At the same time, PCM’s slightly reduce the compressive / tensile strength of the concrete. As a result, this reduces the risk of cracking of the concrete element, which is the basis for ensuring greater durability of the element and a longer life cycle of the building.https://doi.org/10.1051/matecconf/201822201005
collection DOAJ
language English
format Article
sources DOAJ
author Hsino Mahmoud
Paslawski Jerzy
spellingShingle Hsino Mahmoud
Paslawski Jerzy
Flexible procedure for concreting in hot and dry climate based on Phase Change Material
MATEC Web of Conferences
author_facet Hsino Mahmoud
Paslawski Jerzy
author_sort Hsino Mahmoud
title Flexible procedure for concreting in hot and dry climate based on Phase Change Material
title_short Flexible procedure for concreting in hot and dry climate based on Phase Change Material
title_full Flexible procedure for concreting in hot and dry climate based on Phase Change Material
title_fullStr Flexible procedure for concreting in hot and dry climate based on Phase Change Material
title_full_unstemmed Flexible procedure for concreting in hot and dry climate based on Phase Change Material
title_sort flexible procedure for concreting in hot and dry climate based on phase change material
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description The article presents the possibilities of using a flexible approach in designing production processes in construction on an example of concreting in a hot and dry climate. The basic drawback of typical quality management system procedures is their rigidity. It is based on the assumption that building processes are carried out in favorable conditions. Meanwhile, these conditions often change to a large extent during the process, and the accuracy of weather forecasts is limited. The aim of the article is to demonstrate the advantages of flexibility procedures for concreting on the example of concrete modification with phase-change materials. The conducted research has shown a reduction in the risk of structure damage during maturing of young concrete due to the use of hybrid phase-change materials in the conditions of central Syria climate. Phase-change materials provide lowering of the thermal peak in the initial maturation period and unification of the temperature in the cross-section of the element (limitation of the thermal gradient). At the same time, PCM’s slightly reduce the compressive / tensile strength of the concrete. As a result, this reduces the risk of cracking of the concrete element, which is the basis for ensuring greater durability of the element and a longer life cycle of the building.
url https://doi.org/10.1051/matecconf/201822201005
work_keys_str_mv AT hsinomahmoud flexibleprocedureforconcretinginhotanddryclimatebasedonphasechangematerial
AT paslawskijerzy flexibleprocedureforconcretinginhotanddryclimatebasedonphasechangematerial
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