Realization of TRC Façades with Impregnated AR-Glass Textiles-Reference-Cited by-同舟云学术

Realization of TRC Façades with Impregnated AR-Glass Textiles

Published:2011-01 Issue: Volume:466 Page:121-130
ISSN:1662-9795
Container-title:Key Engineering Materials
language:
Short-container-title:KEM

Author:

Hegger Josef¹,Kulas Christian¹,Horstmann Michael¹

Affiliation:

1. RWTH Aachen University

Abstract

In the last 30 years, façade-panels made of steel-reinforced concrete have become less attractive for architects and clients. Due to the metallic reinforcement, the insufficient concrete covers of former design code generations and hence the material-dependent corrosion, many cases of damage occurred. Using technical textiles for a new composite material, Textile Reinforced Concrete (TRC), it is possible to produce concrete structures which are not vulnerable to corrosion. The presented ventilated large-sized façade elements and self-supporting sandwich panels exemplify the capability of TRC. In the paper, applied materials are characterized and the production process of tailor-made textile reinforcements as well as the load-bearing behavior of the members is described.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Link

https://www.scientific.net/KEM.466.121.pdf

Reference5 articles.

1. Comite Euro-International du Beton: CEB-FIP Model Code 1990 - Design Code, Thomas Telford Services Ltd, London, 1993, ISBN 0 7277 1696 4.

2. T. Brockmann: Mechanical and fracture mechanical porperties of fine grained concrete for textile reinforced composites, PhD-Thesis, Institute of Building Materials Research (ibac), RWTH Aachen University, 2006, ISBN 3-86130-631-X.

3. M. Raupach, J. Orlowsky, T. Büttner, U. Dilthey, M. Schleser: Epoxy-impregnated textiles in concrete – load bearing capacity and durability, in J. Hegger, W. Brameshuber, N. Will (Edt. ): Proceedings of the 1st International RILEM Conference, September 6-7, 2006, Aachen, Germany. RILEM Publications S.A.R.L., 2006, ISBN 2-912143-97-7, pp.77-88.

4. S. Voss: Ingenieurmodelle zum Tragverhalten von textilbewehrtem Beton, PhD-Thesis, Institute of Structural Concrete, RWTH Aachen University, 2008, ISBN 3-939051-03-9.

5. J. Hegger, M. Horstmann, A. Scholzen: Sandwich panels with thin-walled textile reinforced concrete facings, ACI Fall Convention Puerto Rico, Published in ACI SP-251, 2007, pp.109-123.

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