Scholarly record
TEXTILE REINFORCEMENT IN ULTRA HIGH PERFORMANCE CONCRETE - A SUSTAINABLE MATERIAL COMPOSITION
Abstract
Nowadays concrete is the worldпїЅs most widely used building material. A decisive constituent is cement, which causes in production nearly 10% of the worldпїЅs CO2 emissions. Ultra High Performance Concrete (UHPC), a new high-tech concrete with an outstanding compressive strength of 4 to 6 times the strength of standard concrete (NSC), is the most advanced building material in reinforced concrete construction and increasingly used in different countries all over the world. Due to its high compressive strength, building members with remarkable slenderness are enabled and concrete volume can be saved. Even though UHPC requires more cement per volume than NSC, the significant reduction of cross-sections and the partial substitution of cement by adequate fine grain materials such as blast furnace slag, a by-product from steel production, finally lead to a significant reduction in CO2 emission. From a lifecycle perspective, the durability of the material itself can be rated about 3-5 times higher than for normal strength concrete, driven by the very high packing density and low capillary porosity which makes UHPC more resistant against chloride penetration and against freezing-thawing cycles. Without an adequate steel fiber content cracking of the UHPC with respect to reinforcing steel bars leads to similar corrosion topics as known from NSC structures. Concerning the steel fibers, a major disadvantage is the random direction and distribution of the fibers. From an ecological perspective, steel bars as well as steel fibers have a significant negative impact on the ecological indicators. However, non-metallic reinforcing elements such as textile reinforcement are already available as an alternative to traditional reinforcement types; the ongoing research project presented in here combines UHPC material and textile reinforcement, making use of the advantageous material properties of both components and investigating the full potential when combining them. By using textile reinforcement instead of steel fibers and bars, several advantages can be created: A clear orientation of the reinforcement with respect to the main stress axes is ensured and it is possible to fix the reinforcement layers exactly in the designated position. Textile reinforcement has a very high tensile strength, is non-corrosive and its ecological impact is less harmful than that of steel bars or fibers. Another benefit is the recycling option: when using textile reinforcement instead of steel fibers it is possible to separate the two material components with a crushing technique.
Publication Impact Profile
Publication details
References20
Racky P., Wirtschaftlichkeit und Nachhaltigkeit von UHPC, Schriftenreihe Baustoffe und Massivbau, Heft 2, Ultra-Hochfester Beton, Planung und Bau der ersten Brücke mit UHPC in Europa, Tagungsbeiträge zu den 3. Kasseler Baustoff- und Massivbautagen, Kassel University Press GmbH, Kassel, 2003.
Aßbrock O., Becke A., Bernhofen T., Hauer B., Kaczmarek T., Lotz U., Tesch U., Wiens U., Nachhaltiges Bauen mit Beton; Fachbeitrag für Architekten, Planer und Bauherren, Beton Marketing Deutschland GmbH, Erkrath, 2011.
Randl N., Steiner T. , Ofner S., Baumgartner E., Mészöly T., Development of UHPC mixtures from an ecological point of view, Construction and Building Materials, Vol. 67, Part C, pp. 373–378, 2014.
Sakai K., Noguchi T., The Sustainable Use of Concrete, CRC Press, Taylor & Francis Group, 2013.
Weizsäcker E.-U., Hargroves K., Smith M., Faktor fünf – Die Formel für nachhaltiges Wachstum, Droemer Verlag; München, 2010.
Richard P., Cheyrezy M., Compostion of Reactive Powder Concrete, Cement and Concrete Research, Vol. 25, Nr. 7, pp. 1501–1511, 1995.
Sajna M., Denarie E., Bras V., Assessment of UHPFRC based bridge rehabilitation in Slovenia, two years after application, Ultra-High Performance Concrete and Nanotechnology in Construction. roc of Hipermat 2012 - 3rd Int. Symp. on UHPC and Nanotechnology for High Performance Construction Materials, Schriftenreihe Baustoffe und Massivbau, Heft 19, pp. 937–944, 2012.
Fehling E., Schmidt M., Teichmann T., Bunje K., Bornemann R., Middendorf B., Entwicklung, Dauerhaftigkeit und Berechnung ultrahochfester Betone (UHPC), DFG-Forschungsbericht FE 497/1-1, Structural Materials and Engineering Series, Kassel University Press, 2005.
(AFGC), Association Francaise de Genie Civil , Documents scientifiques et techniques: Betons fibres a ultra-hautes performances (Recommandations provisoires), January 2002.
Curbach M., Jesse F., Eigenschaften und Anwendungen von Textilbeton, Beton- und Stahlbetonbau 104, Heft 1, pp. 9–16, 2009.
Bruckermann O., Zur Modellierung des Zugtragverhaltens von textilbewehrtem Beton, Dissertation, RWTH Aachen, 2007.
Brameshuber W., 201-TRC, RILEM und RILEM TC, Textile Reinforced Concrete. State-of-the-Art Report of RILEM Technical Committee 201-TRC, Report 36, Bagneux: RILEM, 2006.
Kulas C. H., Zum Tragverhalten getränkter textiler Bewehrungselemente für Betonbauteile, RWTH Aachen, 2013.
Hajek P., Novotna M., Chira A., Fiala C., Vlach T., Laiblova L., Challenge of textile reinforced high performance concrete for sustainable construction, Concrete- Innovation and Design, fib Symposium, Copenhagen, May 18–20,2015.
Portal N. W., Lundgren K., Wallbaum H., Malaga K., Sustainable Potential of Textile-Reinforced Concrete, Journal of Materials in Civil Engineering, 27(7): 04014207, DOI: 10.1061/(ASCE)MT.1943-5533.0001160. ©2014 American Society of Civil Engineers, 2015.
Kortmann J., Abbruch, Rückbau und Recycling von C³-Bauteilen, Carbon- und Textilbetontage 2017, Dresden, 2017.
solidian GmbH, Ebene Textile Bewehrungen, [online], https://www.solidian.com/produkte/ebene-bewehrung/, [2017-10-25]
Brameshuber W., RILEM Technical Committee, Recommendation of RILEM TC 232-TDT: test methods and design of textile reinforced concrete- Uniaxial tensile test: test method to determine the load bearing bahavior of tensile specimens made of textile reinforced concrete, Materials and Structures (2016) 49:4923-4927, DOI: 10.1617/s11527-016-0839-z, 2016.
Jesse F, Schicktanz K, Curbach M., Obtaining characteristic material strength of Textile Reinforced Concrete (TRC) from laboratory tests. In: Djausal A, Alami F, Naaman AE (ed.) 9th International Symposium on Ferrocement and Thin Reinforced Cement Composites (Ferro-9), Bali, Indonesia, pp 305–318, May 2009.
Portal N. W., Perez I. F., Thrane L. N., Lundgren K., Pull-out of textile reinforcement in concrete, Construction and Building Materials 87 (2014) 63–71, 0950-0618/© 2014 Elsevier, 2014.
Citing literature
Number of times cited according to Crossref: 1
View or Download full articleAccess options
SWS access login
Login as SWS Scientific CommitteeLogin as SWS Scientific PartnerLogin as SWS AuthorAuthors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.
For librarian assistance: [email protected]
Purchase Instant Access
- Article can be downloaded after successful payment.
- Article may be used according to SWS library access terms.
- Article cannot be redistributed.


