The Theory of Critical Distances to perform the static assessment of 3D-printed concrete weakened by manufacturing defects and cracks

Alanazi, N., Kolawole, J.T., Buswell, R. et al. (1 more author) (2023) The Theory of Critical Distances to perform the static assessment of 3D-printed concrete weakened by manufacturing defects and cracks. In: Procedia Structural Integrity. European Conference on Fracture 2022 (ECF23), 27 Jun - 01 Jul 2022, Funchal, Portugal. Elsevier , pp. 336-342.

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Item Type: Proceedings Paper
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© 2022 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0)

Dates:
  • Published: 3 January 2023
  • Published (online): 3 January 2023
Institution: The University of Sheffield
Academic Units: The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield)
Funding Information:
Funder
Grant number
Engineering and Physical Sciences Research Council
EP/S019650/1
Depositing User: Symplectic Sheffield
Date Deposited: 13 Jan 2023 16:29
Last Modified: 13 Jan 2023 16:29
Status: Published
Publisher: Elsevier
Refereed: Yes
Identification Number: 10.1016/j.prostr.2022.12.041
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