Plastic Shrinkage Cracking in Concrete

Early-age (up to 24 hours after casting) cracking may become problematic in any concrete structure. It can damage the aesthetics of the concrete member and decrease the durability and serviceability by facilitating the ingress of harmful material. Moreover, these cracks may expand gradually during t...

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Main Author: Sayahi, Faez
Format: Master Thesis
Language:English
Published: Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser 2016
Subjects:
Online Access:http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-133
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spelling ftluleatu:oai:DiVA.org:ltu-133 2023-05-15T17:09:16+02:00 Plastic Shrinkage Cracking in Concrete Sayahi, Faez 2016 application/pdf http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-133 eng eng Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser Luleå Licentiate thesis / Luleå University of Technology, 1402-1757 http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-133 urn:isbn:978-91-7583-678-2 urn:isbn:978-91-7583-679-9 info:eu-repo/semantics/openAccess Infrastructure Engineering Infrastrukturteknik Licentiate thesis, comprehensive summary info:eu-repo/semantics/masterThesis text 2016 ftluleatu 2022-10-25T20:53:55Z Early-age (up to 24 hours after casting) cracking may become problematic in any concrete structure. It can damage the aesthetics of the concrete member and decrease the durability and serviceability by facilitating the ingress of harmful material. Moreover, these cracks may expand gradually during the member’s service-life due to long-term shrinkage and/or loading. Early-age cracking is caused by two driving forces: 1) plastic shrinkage cracking which is a physical phenomenon and occurs due to rapid and excessive loss of moisture, mainly in form of evaporation, 2) chemical reactions between cement and water which causes autogenous shrinkage. In this PhD project only the former is investigated. Rapid evaporation from the surface of fresh concrete causes negative pressure in the pore system. This pressure, known as capillary pressure, pulls the solid particles together and decreases the inter-particle distances, causing the whole concrete element to shrink. If this shrinkage is hindered in any way, cracking may commence. The phenomenon occurs shortly after casting the concrete, while it is still in the plastic stage (up to around 8 hours after placement), and is mainly observed in concrete elements with high surface to volume ratio such as slabs and pavements. Many parameters may affect the probability of plastic shrinkage cracking. Among others, effect of water/cement ratio, fines, admixtures, geometry of the element, ambient conditions (i.e. temperature, relative humidity, wind velocity and solar radiation), etc. has been investigated in previous studies. In this PhD project at Luleå University of Technology (LTU), in addition to studying the influence of various parameters, effort is made to reach a better and more comprehensive understanding about the cracking governing mechanism. Evaporation, capillary pressure development and hydration rate are particularly investigated in order to define their relationship. This project started with intensive literature study which is summarized in Papers I and II. Then, ... Master 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 Infrastructure Engineering
Infrastrukturteknik
spellingShingle Infrastructure Engineering
Infrastrukturteknik
Sayahi, Faez
Plastic Shrinkage Cracking in Concrete
topic_facet Infrastructure Engineering
Infrastrukturteknik
description Early-age (up to 24 hours after casting) cracking may become problematic in any concrete structure. It can damage the aesthetics of the concrete member and decrease the durability and serviceability by facilitating the ingress of harmful material. Moreover, these cracks may expand gradually during the member’s service-life due to long-term shrinkage and/or loading. Early-age cracking is caused by two driving forces: 1) plastic shrinkage cracking which is a physical phenomenon and occurs due to rapid and excessive loss of moisture, mainly in form of evaporation, 2) chemical reactions between cement and water which causes autogenous shrinkage. In this PhD project only the former is investigated. Rapid evaporation from the surface of fresh concrete causes negative pressure in the pore system. This pressure, known as capillary pressure, pulls the solid particles together and decreases the inter-particle distances, causing the whole concrete element to shrink. If this shrinkage is hindered in any way, cracking may commence. The phenomenon occurs shortly after casting the concrete, while it is still in the plastic stage (up to around 8 hours after placement), and is mainly observed in concrete elements with high surface to volume ratio such as slabs and pavements. Many parameters may affect the probability of plastic shrinkage cracking. Among others, effect of water/cement ratio, fines, admixtures, geometry of the element, ambient conditions (i.e. temperature, relative humidity, wind velocity and solar radiation), etc. has been investigated in previous studies. In this PhD project at Luleå University of Technology (LTU), in addition to studying the influence of various parameters, effort is made to reach a better and more comprehensive understanding about the cracking governing mechanism. Evaporation, capillary pressure development and hydration rate are particularly investigated in order to define their relationship. This project started with intensive literature study which is summarized in Papers I and II. Then, ...
format Master Thesis
author Sayahi, Faez
author_facet Sayahi, Faez
author_sort Sayahi, Faez
title Plastic Shrinkage Cracking in Concrete
title_short Plastic Shrinkage Cracking in Concrete
title_full Plastic Shrinkage Cracking in Concrete
title_fullStr Plastic Shrinkage Cracking in Concrete
title_full_unstemmed Plastic Shrinkage Cracking in Concrete
title_sort plastic shrinkage cracking in concrete
publisher Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser
publishDate 2016
url http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-133
genre Luleå
Luleå
Luleå
genre_facet Luleå
Luleå
Luleå
op_relation Licentiate thesis / Luleå University of Technology, 1402-1757
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-133
urn:isbn:978-91-7583-678-2
urn:isbn:978-91-7583-679-9
op_rights info:eu-repo/semantics/openAccess
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