Abstract

As additive construction technologies evolve, the US Army Engineer Research and Development Center has studied the functionality and structural integrity of structures produced using additive construction methodologies. Compared with precast construction, additive construction has multiple advantages including unique geometries, reduction of worker power, no required formwork, and ability to use locally sourced materials. The purpose of this study is to evaluate additively-constructed concrete structures and compare it with conventional construction methods. Static analyses are performed using finite-element modeling on several precast concrete beams and compared with experimental data. A finite-element model was created for additively-constructed beams by incorporating cohesive interaction properties to evaluate the interface strength between three-dimensional (3D) printed layers. To further validate the model, an additively-constructed concrete wall is also experimentally tested and compared with models. Numerical predictions are developed to explore damage caused by interfaces of additively-constructed structures and its effects on the structural performance. Maximum deflections and peak loads were also obtained for the conventional construction method experimentally with finite-element models.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The project was supported by the Office of the Secretary of Defense, the US Marine Corps and the US Navy. All opinions expressed in this paper are the authors and do not necessarily reflect the policies and views of DOD.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 12December 2023

History

Received: Dec 13, 2022
Accepted: Jul 21, 2023
Published online: Oct 12, 2023
Published in print: Dec 1, 2023
Discussion open until: Mar 12, 2024

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Structural Engineer, US Army Engineer Research and Development Center, Construction Engineering Research Laboratory, 2902 Newmark Dr., Champaign, IL 61824 (corresponding author). ORCID: https://orcid.org/0000-0003-0161-7136. Email: [email protected]
Eric L. Kreiger, P.E., M.ASCE [email protected]
Structural Engineer, US Army Engineer Research and Development Center, Construction Engineering Research Laboratory, 2902 Newmark Dr., Champaign, IL 61824. Email: [email protected]
Samuel Stidwell IV [email protected]
Architectural Engineer, US Army Engineer Research and Development Center, Construction Engineering Research Laboratory, 2902 Newmark Dr., Champaign, IL 61824. Email: [email protected]
Civil Engineer, US Army Engineer Research and Development Center, Construction Engineering Research Laboratory, 2902 Newmark Dr., Champaign, IL 61824. ORCID: https://orcid.org/0000-0002-5440-1024. Email: [email protected]
Megan A. Kreiger [email protected]
Program Manager Additive Construction, Mechanical Engineer, US Army Engineer Research and Development Center, Construction Engineering Research Laboratory, 2902 Newmark Dr., Champaign, IL 61824. Email: [email protected]

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