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Frictional contact modeling within a local strain-based peridynamic framework for impact-induced failure of 3D-printed concrete

Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

Abstract

Capturing the dynamic response of 3D-printed concrete (3DPC) remains challenging due to its layered architecture and interface-dominated failure mechanisms, which are difficult to represent using conventional continuum formulations. This paper presents an adaptive frictional-contact formulation within a local strain-based peridynamic (PD) framework for simulating impact-induced damage and perforation in 3DPC. The proposed approach addresses three major limitations of existing PD contact models. (1) To overcome the absence of a robust contact-normal definition in PD, an intrinsically nonlocal procedure is introduced that employs an adaptive weighting scheme to construct outward normals on contact surfaces. (2) To remedy the unphysical stiffness representations used in prior work, a three-dimensional PD contact stiffness is derived based on its classical contact-mechanics counterparts. (3) A general strategy for defining and evolving friction is proposed to capture realistic contact responses. The method is verified through benchmark problems designed to isolate frictional-contact behavior and is validated against experimental compression tests on 3DPC and perforation tests on concrete slabs, achieving accurate predictions of failure patterns. A case study on hollow 3DPC cylinders further demonstrates the framework’s capability to resolve interfacial failure modes inherent to layer-wise deposition. Overall, the proposed nonlocal frictional-contact formulation provides a robust computational tool for dynamic failure analysis and establishes a foundation for developing standardized impact-characterization protocols for 3D-printed cementitious materials. © 2026 Elsevier B.V. All rights are reserved, including those for text and data mining, AI training, and similar technologies. © 2026 Elsevier B.V. All rights are reserved, including those for text and data mining, AI training, and similar technologies.
Original languageEnglish
Article number118961
JournalComputer Methods in Applied Mechanics and Engineering
Volume456
Online published4 Apr 2026
DOIs
Publication statusOnline published - 4 Apr 2026

Funding

The authors acknowledge the supports provided by the Research Grants Council of the Hong Kong Special Administrative Region, China (Project No 8780054, STG5/E-103/24-R).

Research Keywords

  • 3D-printed concrete
  • Adaptive algorithm
  • Contact
  • Peridynamic
  • Rigid projectile

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    LIEW, K. M. (Principal Investigator / Project Coordinator), DAI, J. (Co-Principal Investigator), KWONG, T. W. S. (Co-Principal Investigator), Liao, W. H. (Co-Principal Investigator), NG, S. T. T. (Co-Principal Investigator), QIU, J. (Co-Principal Investigator), RABCZUK, T. (Co-Principal Investigator), WENG, Y. (Co-Principal Investigator), YE, H. (Co-Principal Investigator), YIN, B. (Co-Principal Investigator), ZHANG, X. (Co-Principal Investigator), BANTHIA, N. (Co-Investigator), HE, G. (Co-Investigator), LAU, T. M. D. (Co-Investigator), LENG, Z. (Co-Investigator), LO, K. W. K. (Co-Investigator), OBERSTEINER, M. (Co-Investigator), RAJABIPOUR, F. (Co-Investigator), SCHLANGEN, E. (Co-Investigator), TAN, M. J. (Co-Investigator), TSOU, J. Y. (Co-Investigator), ZHU, R. (Co-Investigator), KWAN, J. (Collaborator), TSOU, J. Y. (Collaborator), WOODFINE, A. D. (Collaborator), WU, D. (Collaborator) & XIA, M. (Collaborator)

    1/01/25 → …

    Project: Research

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