Through-thickness compaction response of reinforcement fabrics: Development of a test standard

Journal Article (2026)
Author(s)

A.X.H. Yong (National Physical Laboratory)

A. Endruweit (University of Nottingham)

A. George (Brigham Young University)

A. D. May (University of Bremen)

Y.A. Aksoy (TU Delft - Aerospace Manufacturing Technologies)

Baris Caglar (TU Delft - Group Çaglar)

Clemens Dransfeld (TU Delft - Group Dransfeld)

K. Masania (TU Delft - Group Masania)

O. Yuksel (TU Delft - Group Çaglar)

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Research Group
Group Çaglar
DOI related publication
https://doi.org/10.1016/j.compositesa.2025.109348
More Info
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Publication Year
2026
Language
English
Research Group
Group Çaglar
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository as part of the Taverne amendment. More information about this copyright law amendment can be found at https://www.openaccess.nl. Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.@en
Volume number
200
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Abstract

Characterisation of the compaction response of reinforcement fabrics is an important component in the design of composite manufacturing processes. To standardise a best practice method, 22 international organisations participated in an exercise to assess the viability and reproducibility of the method discussed in this work. All participants were supplied with the same multiaxial E-glass fibre non-crimp fabric and instructed to measure the compaction stress as a function of the specimen thickness following a set of guidelines. The scatter in results between participants was quantified in terms of the coefficient of variation (CV). The CV of the maximum compaction stress determined at a target specimen thickness of 3 mm (for 10 fabric layers) was 42 % for dry specimens and 46 % for wet specimens, however this was influenced by scatter in the thickness values, which deviated from the target. The CV of the specimen thickness at a compaction stress of 105 Pa was 4 %. In addition, a power law model and a model based on bending of beams were fitted to the compaction curves. Both generally produced fits with high values of the coefficient of determination. The observed level of scatter is thought to be caused by issues with the implementation of the procedures and by variability in the specimen properties, as well as the very steep variation of the force/thickness curve at the required target. The guidelines used here aim to minimise inaccuracies in the test method and will be proposed as a test protocol for standardisation.

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