Effect of supplementary cementitious materials on autogenous shrinkage of ultra-high performance concrete. (30th November 2016)
- Record Type:
- Journal Article
- Title:
- Effect of supplementary cementitious materials on autogenous shrinkage of ultra-high performance concrete. (30th November 2016)
- Main Title:
- Effect of supplementary cementitious materials on autogenous shrinkage of ultra-high performance concrete
- Authors:
- Ghafari, Ehsan
Ghahari, Seyed Ali
Costa, Hugo
Júlio, Eduardo
Portugal, Antonio
Durães, Luisa - Abstract:
- Highlights: The amount of fine pores in UHPC can highly affect the autogenous shrinkage. A strong correlation between the autogenous shrinkage and the porosity of UHPC was established. Reducing the fine pores in FA/GGBS samples leads to a reduction of the autogenous shrinkage. Abstract: Ultra-high performance concrete (UHPC) not only presents ultra-high compressive strength but also exhibits ultra-high durability, due to its extremely dense structure and consequently highly reduced porosity. However, high dosages of silica fume (SF), typically adopted in UHPC, also lead to high autogenous shrinkage. This phenomenon, occurring at early ages, induces high internal stresses that, in turn, cause microcracking and increase permeability and, therefore, reduce the durability of concrete structures. The experimental study was conducted aiming to replace SF by another fine supplementary cementitious materials (SCMs), such as fly ash (FA) or ground granulated blast furnace slag (GGBS), in order to reduce the amount of autogenous shrinkage. The adopted approach involved partial or total replacement of SF by SCMs. Results indicate that the amount of fine pores in UHPC is a predominant factor that can highly affect the autogenous shrinkage. A strong correlation between the natural logarithm of autogenous shrinkage and the total porosity of UHPC mixtures was established. It was found that reducing the amount of fine pores in specimens containing FA or GGBS leads to a reduction of theHighlights: The amount of fine pores in UHPC can highly affect the autogenous shrinkage. A strong correlation between the autogenous shrinkage and the porosity of UHPC was established. Reducing the fine pores in FA/GGBS samples leads to a reduction of the autogenous shrinkage. Abstract: Ultra-high performance concrete (UHPC) not only presents ultra-high compressive strength but also exhibits ultra-high durability, due to its extremely dense structure and consequently highly reduced porosity. However, high dosages of silica fume (SF), typically adopted in UHPC, also lead to high autogenous shrinkage. This phenomenon, occurring at early ages, induces high internal stresses that, in turn, cause microcracking and increase permeability and, therefore, reduce the durability of concrete structures. The experimental study was conducted aiming to replace SF by another fine supplementary cementitious materials (SCMs), such as fly ash (FA) or ground granulated blast furnace slag (GGBS), in order to reduce the amount of autogenous shrinkage. The adopted approach involved partial or total replacement of SF by SCMs. Results indicate that the amount of fine pores in UHPC is a predominant factor that can highly affect the autogenous shrinkage. A strong correlation between the natural logarithm of autogenous shrinkage and the total porosity of UHPC mixtures was established. It was found that reducing the amount of fine pores in specimens containing FA or GGBS leads to a reduction of the autogenous shrinkage. … (more)
- Is Part Of:
- Construction & building materials. Volume 127(2016)
- Journal:
- Construction & building materials
- Issue:
- Volume 127(2016)
- Issue Display:
- Volume 127, Issue 2016 (2016)
- Year:
- 2016
- Volume:
- 127
- Issue:
- 2016
- Issue Sort Value:
- 2016-0127-2016-0000
- Page Start:
- 43
- Page End:
- 48
- Publication Date:
- 2016-11-30
- Subjects:
- UHPC -- Autogenous shrinkage -- Porosity -- Cementitious materials
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2016.09.123 ↗
- Languages:
- English
- ISSNs:
- 0950-0618
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3420.950900
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 977.xml