{rfName}
Lo

Indexed in

License and use

Altmetrics

Grant support

Open Access funding provided by ETH Zurich. This research is supported by the National Centre for Competence in Research in Digital Fabrication, funded by the Swiss National Science Foundation (project number 51NF40-141853).

Analysis of institutional authors

Mata-Falcón, JaimeAuthor

Share

Publications
>
Article

Load-deformation behaviour of weft-knitted textile reinforced concrete in uniaxial tension

Publicated to:Materials And Structures. 54 (6): 210- - 2021-12-01 54(6), DOI: 10.1617/s11527-021-01797-5

Authors: Lee, Minu; Mata-Falcon, Jaime; Kaufmann, Walter

Affiliations

Swiss Fed Inst Technol, Swiss Fed Inst Technol, Inst Struct Engn IBK, Stefano Franscini Pl 5,HIL E 36-2, CH-8093 Zurich, Switzerland - Author

Abstract

Weft-knitted textiles offer many advantages over conventional woven fabrics since they allow the fabrication of doubly curved geometries without the need of stitching multiple patches together. This study investigated the use of high-strength continuous fibres as knitted textile reinforcement, focusing on various knitting patterns, fibre materials, coating types and spatial features to enhance the bond conditions between concrete and reinforcement. The bond is of particular interest since the contact surface of knitted textiles is fundamentally different due to their closed surface, compared to commercially available textile reinforcement, which is normally formed as orthogonally woven grids of rovings. An experimental campaign consisting of 28 textile-concrete composites was conducted, where digital image correlation-based measurements were used to assess the load-deformation behaviour and to analyse the crack kinematics. The results showed a beneficial post-cracking behaviour for epoxy coated configurations with straight inlays. The comparison of these configurations with conventional textile reinforcement generally showed a similar behaviour, but with higher utilisation compared to the filament strength. The Tension Chord Model, which assumes a constant bond stress-slip relationship, was adapted for the specific geometry of the knitted reinforcement, and it was used for the estimation of bond stresses and a post-diction of the experimental results, generally showing a good agreement.

Keywords

Bearing behaviorCracking behaviourDesignElementsExperimental studyKnitcretKnitcretePerformanceTextile reinforced concreteTrUniaxial tensionWeft-knitted textile

Quality index

Bibliometric impact. Analysis of the contribution and dissemination channel

The work has been published in the journal Materials And Structures due to its progression and the good impact it has achieved in recent years, according to the agency Scopus (SJR), it has become a reference in its field. In the year of publication of the work, 2021, it was in position , thus managing to position itself as a Q1 (Primer Cuartil), in the category Building and Construction. Notably, the journal is positioned above the 90th percentile.

From a relative perspective, and based on the normalized impact indicator calculated from the Field Citation Ratio (FCR) of the Dimensions source, it yields a value of: 2.59, which indicates that, compared to works in the same discipline and in the same year of publication, it ranks as a work cited above average. (source consulted: Dimensions Jun 2025)

Specifically, and according to different indexing agencies, this work has accumulated citations as of 2025-06-24, the following number of citations:

  • WoS: 17
  • Scopus: 21
  • OpenCitations: 17

Impact and social visibility

From the perspective of influence or social adoption, and based on metrics associated with mentions and interactions provided by agencies specializing in calculating the so-called "Alternative or Social Metrics," we can highlight as of 2025-06-24:

  • The use of this contribution in bookmarks, code forks, additions to favorite lists for recurrent reading, as well as general views, indicates that someone is using the publication as a basis for their current work. This may be a notable indicator of future more formal and academic citations. This claim is supported by the result of the "Capture" indicator, which yields a total of: 38 (PlumX).

Leadership analysis of institutional authors

This work has been carried out with international collaboration, specifically with researchers from: Switzerland.