Adapting an in situ X-ray CT compression stage for pull-out testing: methodological development and characterization of failure evolution in Ni/PU hybrid foams
Publication date
2026-06-17
Document type
Forschungsartikel
Author
Fell, Jonas
Jost, Hendrik
Schnubel, Dionne
Großelindemann, Maurice
Weiler, Marius
Herrmann, Hans-Georg
Organisational unit
Scopus ID
Publisher
Taylor & Francis
Series or journal
European Journal of Materials
ISSN
Periodical volume
6
Periodical issue
1
Article ID
2669894
Peer-reviewed
✅
Part of the university bibliography
✅
Language
English
Keyword
cellular material
In situ X-ray computed tomography
mechanical testing
metal hybrid foam
pull-out test
Abstract
The integration of metallic fasteners into cellular hybrid materials presents significant challenges regarding interface integrity and localized load transfer. This study is exploratory in nature, focusing on the methodological development and evaluation of a custom-engineered in situ pull-out system designed for X-ray micro-computed tomography (micro-CT). By successfully adapting an existing compression stage for pull-out configurations, this research enables the three-dimensional visualization of internal failure sequences that remain inaccessible via conventional testing methods. The investigation of Nickel-coated polyurethane (PU) hybrid foams demonstrated a matrix collapse stress of 7.1 MPa in compression mode and a pull-out resistance of 4 MPa. In situ analysis revealed that compression failure is driven by localized deformation bands oriented at 10° to 15°, likely attributable to structural inhomogeneities. During pull-out, interfacial bonding remains intact beyond initial matrix failure, forming an annular damage zone characterized by progressive strut buckling and lateral sliding. Based on these findings, we propose design guidelines that a larger major diameter and coarser thread pitch enhance load-bearing capacity and preserve structural integrity. These insights underscore the potential of Ni/PU hybrids as tunable, high-performance materials for sustainable infrastructure.
Description
This is an open access article distributed under the terms of the Creative Commons attribution license (http://creativecommons.org/licenses/by/4.0/).
Version
Published version
Access right on openHSU
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