journal article·2009-06

Interphase modification of alkali-resistant glass fibres and carbon fibres for textile reinforced concrete II: Water adsorption and composite interphases

C. Scheffler, S.L. Gao, R. Plonka, E. Mäder, S. Hempel, M. Butler, V. Mechtcherine

Composites Science and Technology· Volume 69· Issue 7-8
Publisher page

Abstract

Abstract The interaction between sizings and coatings is varied systematically resulting in different fibre surface modifications and interphase properties in cement matrix composites. The mechanical performance and the water adsorption of sized and coated alkali-resistant glass fibres (ARG) and the working capacity of the composites achieved are elucidated as a function of fibre diameter, sizing and coating content as well as their chemical formulations under special consideration of nanoclay concentrated within the interphase. Depending on the chemistry of the sizing and polymeric coating, respectively, the force–crack width curves together with hydration phase morphology derived from ESEM images of the concrete specimens are used to reveal composite interphases. Furthermore, the results achieved with nanodispersed polymeric coatings on glass fibres are transferred to carbon fibres and their concrete composites.
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Research context

OpenAlex topics: Innovations in Concrete and Construction Materials · Building materials and conservation · Masonry and Concrete Structural Analysis

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References (18)

Show source-provided references
1. Interphase modification of alkali-resistent glass fibres and carbon fibres for textile reinforced concrete. Part I: fibre properties and durability10.1016/j.compscitech.2008.11.027 ↗
2. Pilotanlage zum Erspinnen alkaliresistenter Glasfasern/Pilot equipment for continuous spinning of alkaline resistant glass fibres
3. Gao SL, Mäder E, Plonka R. Large enhancement of mechanical properties and environmental resistance of glass fibre from polymer coating with low fraction of nano-reinforcements. In: Proceedings of NSTI nanotech, May 7–11, Boston; 2006. p. 1.4.
4. Yano · J Polym Sci Part A · 1993 · 31 · 249310.1002/pola.1993.080311009 ↗
5. Lan · Chem Mater · 1994 · 6 · 57310.1021/cm00041a002 ↗
6. Nylon 6-clay hybrid10.1557/PROC-171-45 ↗
7. Kim · Compos Sci Technol · 2005 · 65 · 80510.1016/j.compscitech.2004.10.014 ↗
8. Messersmith · J Appl Polym Sci · 1995 · 33 · 104710.1002/pola.1995.080330707 ↗
9. Hackett · Chem Mater · 2000 · 12 · 216110.1021/cm990676x ↗
10. Boulet · J Mater Chem · 2003 · 13 · 254010.1039/B307752G ↗
11. Effects of a clay additive on the properties of no-slump concrete10.1007/978-3-540-72448-3_74 ↗
12. Effects of clays on fracture properties of cement-based materials10.1016/0008-8846(93)90022-2 ↗
13. Dubinin · 1975 · vol. 9
14. Brunauer · J Am Chem Soc · 1938 · 60 · 30910.1021/ja01269a023 ↗
15. Rand · J Coll Interf Sci · 1976 · 56 · 33710.1016/0021-9797(76)90259-9 ↗
16. Ghosal · J Porous Mater · 1996 · 3 · 24710.1007/BF01137914 ↗
17. Tambach · Angew Chem, Int Ed · 2004 · 43 · 265010.1002/anie.200353612 ↗
18. Hempel S, Butler M, Kratz M, Scheffler C, Plonka R. Improvement of bond behaviour and durability of AR glass fibre reinforced concrete by polymer fibre coatings. In: 15th International GRCA congress, Prague; 2008.