Mechanical properties of cement-based materials and effect of elevated temperature on three-dimensional (3-D) printed mortar specimens in inkjet 3-D printing

Shakor, P; Nejadi, S; Paul, G; Sanjayan, J; Nazari, A

Mechanical properties of cement-based materials and effect of elevated temperature on three-dimensional (3-D) printed mortar specimens in inkjet 3-D printing

Shakor, P

Nejadi, S Paul, G

Sanjayan, J Nazari, A

Permalink

Publication Type:: Journal Article
Citation:: ACI Materials Journal, 2019, 116 (2), pp. 55 - 67
Issue Date:: 2019-03-01

Closed Access

	Filename	Description	Size
	18-183.pdf	Published Version	3.68 MB	Adobe PDF	View/Open

Copyright Clearance Process

Recently Added
In Progress
Closed Access

This item is closed access and not available.

Full metadata record

Field	Value	Language
dc.contributor.author	Shakor, P https://orcid.org/0000-0002-6617-261X	en_US
dc.contributor.author	Nejadi, S	en_US
dc.contributor.author	Paul, G https://orcid.org/0000-0002-3478-0020	en_US
dc.contributor.author	Sanjayan, J	en_US
dc.contributor.author	Nazari, A	en_US
dc.date.available	2018-10-03	en_US
dc.date.issued	2019-03-01	en_US
dc.identifier.citation	ACI Materials Journal, 2019, 116 (2), pp. 55 - 67	en_US
dc.identifier.issn	0889-325X	en_US
dc.identifier.uri	http://hdl.handle.net/10453/131889
dc.description.abstract	Copyright © 2019, American Concrete Institute. All rights reserved. Three-dimensional (3-D) printers have the potential to print samples that can be used as a scaffold for a variety of applications in different industries. In this paper, cement-based materials including ordinary portland cement, calcium aluminate cement (passing 150 µm [0.0059 in.] size sieve), and fine sand were investigated as the cement-based materials in inkjet 3-D printing. Prism specimens were printed for the three-point bending test; and cubic specimens were printed for the uniaxial compressive strength test. Prism samples were printed along different directional axes (X, Y, and Z). The tests were conducted at different saturation levels (water-cement ratio [w/c]) as represented by S100C200, S125C250, S150C300, and S170C340. The prism specimens were cured in water for 7 and 28 days while cubic specimens were cured in Ca(OH) 2 and water for 7 and 28 days at the same ambient temperatures. In general, the results changed according to the directional axes of the prisms. However, following water curing, the cubic samples were heated up to 40°C (104°F) in an oven and a higher compressive strength was evident compared to the samples which were only cured in the room-temperature water. The wettability test for both powders has been conducted in the presented study.	en_US
dc.relation.ispartof	ACI Materials Journal	en_US
dc.relation.isbasedon	10.14359/51714452	en_US
dc.subject.classification	Building & Construction	en_US
dc.title	Mechanical properties of cement-based materials and effect of elevated temperature on three-dimensional (3-D) printed mortar specimens in inkjet 3-D printing	en_US
dc.type	Journal Article
utslib.citation.volume	2	en_US
utslib.citation.volume	116	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0912 Materials Engineering	en_US
utslib.for	1202 Building	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Mechanical and Mechatronic Engineering
pubs.organisational-group	/University of Technology Sydney/Strength - CAS - Centre for Autonomous Systems
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	closed_access
pubs.issue	2	en_US
pubs.publication-status	Published	en_US
pubs.volume	116	en_US

Abstract:

Copyright © 2019, American Concrete Institute. All rights reserved. Three-dimensional (3-D) printers have the potential to print samples that can be used as a scaffold for a variety of applications in different industries. In this paper, cement-based materials including ordinary portland cement, calcium aluminate cement (passing 150 µm [0.0059 in.] size sieve), and fine sand were investigated as the cement-based materials in inkjet 3-D printing. Prism specimens were printed for the three-point bending test; and cubic specimens were printed for the uniaxial compressive strength test. Prism samples were printed along different directional axes (X, Y, and Z). The tests were conducted at different saturation levels (water-cement ratio [w/c]) as represented by S100C200, S125C250, S150C300, and S170C340. The prism specimens were cured in water for 7 and 28 days while cubic specimens were cured in Ca(OH) 2 and water for 7 and 28 days at the same ambient temperatures. In general, the results changed according to the directional axes of the prisms. However, following water curing, the cubic samples were heated up to 40°C (104°F) in an oven and a higher compressive strength was evident compared to the samples which were only cured in the room-temperature water. The wettability test for both powders has been conducted in the presented study.

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/131889