Development of alternative bondings for the production of stitch-free non-crimp fabrics made of multiple carbon fiber heavy tows for construction industry
Source abstract
Abstract
In the wind energy sector, automotive and aviation industries, non-crimp fabrics have been established for many years. Non-crimp fabrics are also increasingly being sought in the construction sector. Due the connection to the concrete, the non-crimp fabrics with a grid-like open structure are used as textile reinforcements. This paper presents the development of alternative stitch-free bonding technologies for non-crimp fabrics based on multiple carbon fiber heavy tows for textile-reinforced concrete components. For this purpose, an initial analysis is carried out to find out the effect of impregnation on the number of roving layers. Further examinations to determine the process-related limits and mechanical process parameters for using this kind of rovings in textile machines are performed on the influence of multiple roving tension on changes width. Finally, the strength of the bonding points of the non-crimp fabrics produced in a laboratory scale is thoroughly investigated by varying the grid geometry, number of roving layers and bonding technology. The investigations show a good potential of the developed bonding technologies for the production of alternative bonded stitch-free non-crimp fabrics. Compared to grid-like open structures, which are connected by stitching threads, the strength of the bonding points can be increased up to 30%, by the developed stitch-free bonding technologies.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Structural Analysis and Optimization · Mechanical Behavior of Composites · Masonry and Concrete Structural Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Institute of Textile Machinery and High Performance Material Technology (ITM), Technische Universität Dresden, Dresden, Germany
References (29)
Show source-provided references
1. 10.1007/978-3-662-46341-310.1007/978-3-662-46341-3 ↗
2. 10.1016/j.compscitech.2016.02.00910.1016/j.compscitech.2016.02.009 ↗
3. Kraus T, Kühnel M and Witten E. Composites-marktbericht. Indus Verstärkte Kunststoffe 2016. Available at: www.carbon-composites.eu/media/2448/marktbericht_2016_ccev-avk.pdf (acessed 28 September 2017).
4. Gao X · Text Res J · 2016 · 50 · 1
5. HeidelbergCement AG · 2015
6. 10.1177/152808371348038010.1177/1528083713480380 ↗
7. Scheerer S. Was ist textilbeton? Beton- und Stahlbeton Spezial 2015; 1: 4–6.10.1002/best.201400104 ↗
8. 10.1002/best.20140010110.1002/best.201400101 ↗
9. B. P. Zulassungsstelle für Bauprodukte und Bauarten, Allgemeine bauaufsichtliche Zulassung, Zulassungsnummer: Z-31.10-182, Deutsches Institut für Bautechnik (DIBt), Period of validity until 1 Juni 2017.
10. 10.1177/004051751456611110.1177/0040517514566111 ↗
11. Berger U, Hausding J, Cherif Ch, et al. Production concepts for textile reinforcements made of 50K carbon filament yarn for civil engineering. In: Proccedings of the SEICO 11–32nd international conference new material characteristics to cover new application needs , Paris (France), 28–29 March 2011, pp. 434–441. Dresden, Germany.
12. Köckritz U. In-situ polymerbeschichtung zur Strukturstabilisierung offener nähgewirkter Gelege . PhD Dissertation, Technische Universität Dresden, Dresden,Germany, 2007.
13. Jesse F, Curbach, Bergmeister K, Fingerloos F, et al. Verstärken mit Textilbeton, Betonkalender 2010. Teil 1, Berlin (Germany).
14. Younes A. Experimentelle Analysen und Modellierung des mechanischen Verhaltens von Hochleistungsfasermaterialien unter Dauerlast, Hochtemperatur und Impakt für Composite Anwendungen . PhD Dissertation, Technische Universität Dresden, Dresden, Germany, 2013, pp.54–56 (German).
15. 10.1016/j.engstruct.2012.02.02910.1016/j.engstruct.2012.02.029 ↗
16. Berger U, Hausding J, Jesse F, et al. High performance textile reinforcements based on carbon fiber heavy tows. In: ACI fall convention , Pittsburgh (USA), 24–28 2010.
17. Deimel M · 2007
18. 10.1533/978085709396710.1533/9780857093967 ↗
19. Hausding J. Entwicklung einer Verfestigungseinrichtung an einer Multiaxial-Nähwirkmaschine . Thesis Diplomarbeit, Dresden, 2005.
20. Habenicht G · 2009
21. Fuchs H · 2009
22. Gebuhr H. Strumpf oder Bandage mit höherer Haltbarkeit . Patent DE102008039853A1, 04 11 2012.
23. 10.1016/j.compscitech.2009.09.01610.1016/j.compscitech.2009.09.016 ↗
24. 10.1177/089270570404198810.1177/0892705704041988 ↗
25. 10.1007/978-3-642-29160-910.1007/978-3-642-29160-9 ↗
26. 10.1177/004051751561236010.1177/0040517515612360 ↗
27. Neumann F. A 2.1.1 Anforderungen an textile Bewehrungsstrukturen . Technische Universität Dresden, Institut für Massivbau, Dresden, 2015.
28. DIN Deutsches Institut für Normung. DIN EN ISO 8510 Adhesives – peeling test for flexible/rigidly bonded samples, 2010.
29. Fleischmann W (Henkel AG &Co. KGaA), Fügetechnologie Kleben Teil 1, 2010.