Modelling the development of capillary pressure in freshly 3D-printed concrete elements. (July 2021)
- Record Type:
- Journal Article
- Title:
- Modelling the development of capillary pressure in freshly 3D-printed concrete elements. (July 2021)
- Main Title:
- Modelling the development of capillary pressure in freshly 3D-printed concrete elements
- Authors:
- Ghourchian, Sadegh
Butler, Marko
Krüger, Markus
Mechtcherine, Viktor - Abstract:
- Abstract: 3D concrete printing is a promising technology recently developed to automate construction. Since no formwork is used in this technology to support and protect fresh concrete, there are two aspects which considerably accelerate the development of capillary pressure in 3D-printed concrete in comparison to conventionally placed concrete: i) high stiffness of 3D-printed needed to provide sufficient buildability, and ii) very early and fast evaporation of pore water. Accelerated development of capillary pressure may lead to severe plastic shrinkage cracking in 3D-printed elements and, hence, need to be mitigated. This investigation aims at providing a poromechanical model for capillary pressure development in 3D-printed elements. To simulate the development of capillary pressure and plastic shrinkage, environmental factors, material properties, and element geometry need to be considered as a whole. The model inputs – coefficient of permeability, static bulk modulus, air entry pressure and chemical shrinkage rate – were determined experimentally. The model was validated for two fine-grained concretes. Both 3D-printed materials yielded faster capillary pressure increase in comparison to cast concrete, while partial substitution of cement with silica fume further accelerated the capillary pressure development. Furthermore, due to the lower permeability of the mixture containing silica fume, the gradient of capillary pressure between 3D-printed layers increased, as did theAbstract: 3D concrete printing is a promising technology recently developed to automate construction. Since no formwork is used in this technology to support and protect fresh concrete, there are two aspects which considerably accelerate the development of capillary pressure in 3D-printed concrete in comparison to conventionally placed concrete: i) high stiffness of 3D-printed needed to provide sufficient buildability, and ii) very early and fast evaporation of pore water. Accelerated development of capillary pressure may lead to severe plastic shrinkage cracking in 3D-printed elements and, hence, need to be mitigated. This investigation aims at providing a poromechanical model for capillary pressure development in 3D-printed elements. To simulate the development of capillary pressure and plastic shrinkage, environmental factors, material properties, and element geometry need to be considered as a whole. The model inputs – coefficient of permeability, static bulk modulus, air entry pressure and chemical shrinkage rate – were determined experimentally. The model was validated for two fine-grained concretes. Both 3D-printed materials yielded faster capillary pressure increase in comparison to cast concrete, while partial substitution of cement with silica fume further accelerated the capillary pressure development. Furthermore, due to the lower permeability of the mixture containing silica fume, the gradient of capillary pressure between 3D-printed layers increased, as did the gradient of plastic shrinkage. … (more)
- Is Part Of:
- Cement and concrete research. Volume 145(2021)
- Journal:
- Cement and concrete research
- Issue:
- Volume 145(2021)
- Issue Display:
- Volume 145, Issue 2021 (2021)
- Year:
- 2021
- Volume:
- 145
- Issue:
- 2021
- Issue Sort Value:
- 2021-0145-2021-0000
- Page Start:
- Page End:
- Publication Date:
- 2021-07
- Subjects:
- 3D concrete printing -- Digital concrete -- Plastic shrinkage -- Cracking -- Capillary pressure -- Characterization technique -- Ultrasonic pulse velocity -- Permeability -- Stiffness
Cement -- Periodicals
Cement -- Research -- Periodicals
Concrete -- Periodicals
Concrete -- Research -- Periodicals
Ciment -- Périodiques
Béton -- Périodiques
Cement
Concrete
Periodicals
620.135 - Journal URLs:
- http://www.sciencedirect.com/science/journal/00088846 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.cemconres.2021.106457 ↗
- Languages:
- English
- ISSNs:
- 0008-8846
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3098.990000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 16752.xml