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Investigation of concrete mixtures for additive construction

Todd S. Rushing (Geotechnical and Structures Laboratory, US Army Engineer Research and Development Center, Vicksburg, Mississippi, USA)
Ghassan Al-Chaar (Construction Engineering Research Laboratory, US Army Engineer Research and Development Center, Champaign, Illinois, USA)
Brian Andrew Eick (Construction Engineering Research Laboratory, US Army Engineer Research and Development Center, Champaign, Illinois, USA)
Jedadiah Burroughs (Geotechnical and Structures Laboratory, US Army Engineer Research and Development Center, Vicksburg, Mississippi, USA)
Jameson Shannon (Geotechnical and Structures Laboratory, US Army Engineer Research and Development Center, Vicksburg, Mississippi, USA)
Lynette Barna (Cold Regions Research and Engineering Laboratory, US Army Engineer Research and Development Center, Vicksburg, Mississippi, USA)
Michael Case (Construction Engineering Research Laboratory, US Army Engineer Research and Development Center, Champaign, Illinois, USA)

Rapid Prototyping Journal

ISSN: 1355-2546

Article publication date: 16 January 2017

1257

Abstract

Purpose

This paper aims to qualify traditional concrete mixtures for large-scale material extrusion in an automated, additive manufacturing process or additive construction.

Design/methodology/approach

A robust and viable automated additive construction process must be developed that has the capability to construct full-scale, habitable structures using materials that are readily available near the location of the construction site. Accordingly, the applicability of conventional concrete mixtures for large-scale material extrusion in an additive construction process was investigated. A qualitative test was proposed in which concrete mixtures were forced through a modified clay extruder and evaluated on performance and potential to be suitable for nozzle extrusion typical of additive construction, or 3D printing with concrete. The concrete mixtures were further subjected to the standard drop table test for flow, and the results for the two tests were compared. Finally, the concrete mixtures were tested for setting time, compressive strength and flexural strength as final indicators for usefulness in large-scale construction.

Findings

Conventional concrete mixtures, typically with a high percentage of coarse aggregate, were found to be unsuitable for additive construction application due to clogging in the extruder. However, reducing the amount of coarse aggregate provided concrete mixtures that were promising for additive construction while still using materials that are generally available worldwide.

Originality/value

Much of the work performed in additive manufacturing processes on a construction scale using concrete focuses on unconventional concrete mixtures using synthetic aggregates or no coarse aggregate at all. This paper shows that a concrete mixture using conventional materials can be suitable for material extrusion in additive construction. The use of conventional materials will reduce costs and allow for additive construction to be used worldwide.

Keywords

Acknowledgements

The authors gratefully acknowledge the sample preparation and testing efforts of Bruce MacAllister, Dan Wilson and Kirk Walker. Permission to publish was granted by Director, Geotechnical and Structures Laboratory.

Citation

Rushing, T.S., Al-Chaar, G., Eick, B.A., Burroughs, J., Shannon, J., Barna, L. and Case, M. (2017), "Investigation of concrete mixtures for additive construction", Rapid Prototyping Journal, Vol. 23 No. 1, pp. 74-80. https://doi.org/10.1108/RPJ-09-2015-0124

Publisher

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Emerald Publishing Limited

Copyright © 2017, Emerald Publishing Limited

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