Samtidig temperatur- och fuktrörelser i ung betong

Basic shrinkage is the free contraction of a concrete body during the hydration of concrete, with exception of the movements caused by thermal dilation and moisture-exchange with the concrete body’s surrounding environment. For concretes with low w/s-ratios (low amount of blending water compared to...

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Bibliographic Details
Main Author: Eriksson, Nicklas
Format: Bachelor Thesis
Language:English
Published: 2014
Subjects:
Online Access:http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-56456
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spelling ftluleatu:oai:DiVA.org:ltu-56456 2023-05-15T17:09:15+02:00 Samtidig temperatur- och fuktrörelser i ung betong Eriksson, Nicklas 2014 application/pdf http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-56456 eng eng http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-56456 Local d38f661e-7262-4e03-8449-10469ac09217 info:eu-repo/semantics/openAccess Technology Teknik Autogen krympning basic shrinkage autogenous shrinkage autogenous deformation Thermal dilation young concrete ung betong relativ fuktighet relative humidity Student thesis info:eu-repo/semantics/bachelorThesis text 2014 ftluleatu 2022-10-25T20:49:23Z Basic shrinkage is the free contraction of a concrete body during the hydration of concrete, with exception of the movements caused by thermal dilation and moisture-exchange with the concrete body’s surrounding environment. For concretes with low w/s-ratios (low amount of blending water compared to cement), basic shrinkage is an significant factor concerning crack-risks in young concrete.There exist two models for calculation of basic shrinkage that has been developed at LTU (Luleå University of Technology) based on the maturity concept, but their accuracy can be questioned as they have not been tested against different temperature developments. The goal for this master thesis is, therefore, to control, or give a basis for, if these models are accurate or not, and if the temperature development affects the magnitude of basic shrinkage or not regarding the tested concrete. The used test method itself is also evaluated.To get a understanding for the problem a literature study was done about basic shrinkage, related phenomenon and existing models used at LTU. Tests have then been performed on the new base concrete “BAS2” through measurements of shrinkage and relative humidity done with several different temperature developments. Relative humidity has relevance as self-desiccation is a strongly contributing factor to the magnitude of the basic shrinkage. The existing models are then used to interpret and analyze the measured results. The results from measurement of shrinkage show that the second model that has been developed at LTU works significantly better than the first, and that good individual fitting is possible for all temperature developments individually. However, it is not possible to get one good fitting for all temperature developments, especially at low temperatures. The “bad” fitting seems to be more because of that the thermal dilation shows different properties at the different tests, rather than that the basic shrinkage necessarily is described wrong. Comparison of the basic shrinkage between the ... Bachelor Thesis Luleå Luleå Luleå Luleå University of Technology Publications (DiVA)
institution Open Polar
collection Luleå University of Technology Publications (DiVA)
op_collection_id ftluleatu
language English
topic Technology
Teknik
Autogen krympning
basic shrinkage
autogenous shrinkage
autogenous deformation
Thermal dilation
young concrete
ung betong
relativ fuktighet
relative humidity
spellingShingle Technology
Teknik
Autogen krympning
basic shrinkage
autogenous shrinkage
autogenous deformation
Thermal dilation
young concrete
ung betong
relativ fuktighet
relative humidity
Eriksson, Nicklas
Samtidig temperatur- och fuktrörelser i ung betong
topic_facet Technology
Teknik
Autogen krympning
basic shrinkage
autogenous shrinkage
autogenous deformation
Thermal dilation
young concrete
ung betong
relativ fuktighet
relative humidity
description Basic shrinkage is the free contraction of a concrete body during the hydration of concrete, with exception of the movements caused by thermal dilation and moisture-exchange with the concrete body’s surrounding environment. For concretes with low w/s-ratios (low amount of blending water compared to cement), basic shrinkage is an significant factor concerning crack-risks in young concrete.There exist two models for calculation of basic shrinkage that has been developed at LTU (Luleå University of Technology) based on the maturity concept, but their accuracy can be questioned as they have not been tested against different temperature developments. The goal for this master thesis is, therefore, to control, or give a basis for, if these models are accurate or not, and if the temperature development affects the magnitude of basic shrinkage or not regarding the tested concrete. The used test method itself is also evaluated.To get a understanding for the problem a literature study was done about basic shrinkage, related phenomenon and existing models used at LTU. Tests have then been performed on the new base concrete “BAS2” through measurements of shrinkage and relative humidity done with several different temperature developments. Relative humidity has relevance as self-desiccation is a strongly contributing factor to the magnitude of the basic shrinkage. The existing models are then used to interpret and analyze the measured results. The results from measurement of shrinkage show that the second model that has been developed at LTU works significantly better than the first, and that good individual fitting is possible for all temperature developments individually. However, it is not possible to get one good fitting for all temperature developments, especially at low temperatures. The “bad” fitting seems to be more because of that the thermal dilation shows different properties at the different tests, rather than that the basic shrinkage necessarily is described wrong. Comparison of the basic shrinkage between the ...
format Bachelor Thesis
author Eriksson, Nicklas
author_facet Eriksson, Nicklas
author_sort Eriksson, Nicklas
title Samtidig temperatur- och fuktrörelser i ung betong
title_short Samtidig temperatur- och fuktrörelser i ung betong
title_full Samtidig temperatur- och fuktrörelser i ung betong
title_fullStr Samtidig temperatur- och fuktrörelser i ung betong
title_full_unstemmed Samtidig temperatur- och fuktrörelser i ung betong
title_sort samtidig temperatur- och fuktrörelser i ung betong
publishDate 2014
url http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-56456
genre Luleå
Luleå
Luleå
genre_facet Luleå
Luleå
Luleå
op_relation http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-56456
Local d38f661e-7262-4e03-8449-10469ac09217
op_rights info:eu-repo/semantics/openAccess
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