Computational models for textile reinforced concrete structures

Author(s):  
W Graf ◽  
F Steinigen ◽  
J Sickert ◽  
A Hoffmann ◽  
M Kaliske
2018 ◽  
Vol 199 ◽  
pp. 11010 ◽  
Author(s):  
Marcus Hering ◽  
Manfred Curbach

Textile reinforced concrete, especially textile reinforced concrete with carbon fibres, was already been used for strengthening steel reinforced concrete structures under static loads up to now. The question is if the composite can also be used for strengthening structures against impact loads. The main goal of a current research project at the Technische Universität Dresden is the development and characterization of a reinforcement fabric with optimized impact resistance. But there is a challenge. There is the need to find the best combination of fibre material (glass, carbon, steel, basalt, …) and reinforcement structure (short fibres, 2D-fabrics, 3D-fabrics, …), but testing the large number of possible combinations is not possible with the established methods. In general, large-scale tests are necessary which are very expensive and time consuming. Therefore, a new testing method has been developed to deal with this large number of possible combinations of material and structural experiments. The following paper describes this new testing method to find the best fabric reinforcement for strengthening reinforced concrete structures against impact loads. The testing devise, which is located in the drop tower facility at the Otto Mohr Laboratory, and the test set-up are illustrated and described. The measurement equipment and the methods to evaluate the experimental results are explained in detail.


Proceedings ◽  
2019 ◽  
Vol 34 (1) ◽  
pp. 20
Author(s):  
Lenting ◽  
Orlowsky

Sustainable maintenance of existing steel-reinforced concrete structures becomes more important. Using non-reinforced sprayed mortar to maintain these structures often leads to cracks in this repair layer due to the alteration of crack widths in the ordinary structure. The water impermeability as well as the durability of the sprayed mortar will be reduced due to the described cracks. This presentation shows a solution for the described problem. The use of carbon yarns with a special inorganic coating as reinforcement in sprayed mortars leads to a self-healing of the arising cracks. Due to the inorganic coating applied on carbon yarns the excellent bond between mortar and yarn results in a fine distributed crack image with crack width below 0.1 mm. It is shown that these cracks heal themselves. Consequently we can provide a mainly mineral protection layer for existing steel reinforced concrete structures which is impermeably to water based solutions. The presentation focuses on the material development and characterization.


Bauingenieur ◽  
2016 ◽  
Vol 91 (10) ◽  
pp. 425-433
Author(s):  
Martin Ritt ◽  
Benjamin Kromoser

Um dem ständig steigenden Bedarf an natürlichen Ressourcen und der zunehmenden Umweltverschmutzung entgegenwirken zu können, sind neue Lösungen im Bauwesen unumgänglich. Eine mögliche Herangehensweise ist die Erweiterung des Anwendungsgebietes von Beton durch Einsatz von textiler Bewehrung. Textile Bewehrung ist sehr feingliedrig und nicht rostend was eine deutliche Reduktion der erforderlichen Betondeckung möglich macht. Durch die leichtere Konstruktionsweise kann ein bedeutender Anteil des Baumaterials eingespart und zur Reduktion der erforderlichen Ressourcen beigetragen werden. Mit dem Beitrag „Donauwelle“ konnten die Autoren den von der MA 45 der Stadt Wien und der Vereinigung der Österreichischen Zementindustrie ausgeschriebenen Wettbewerb zur Neumöblierung der Wiener Donauinsel gewinnen. Mittlerweile wurde der Entwurf von der Stadt Wien bereits mehrfach realisiert. Im ersten Teil des vorliegenden Aufsatzes wird der Formfindungs- und Entwurfsprozess genauer beschrieben. Im zweiten Teil des Beitrags wird auf die durchgeführten Versuche, das Nachweiskonzept, die Bemessung und die Herstellung eingegangen.


2004 ◽  
Vol 82 (23-26) ◽  
pp. 1971-1979 ◽  
Author(s):  
S. Holler ◽  
C. Butenweg ◽  
S.-Y. Noh ◽  
K. Meskouris

2007 ◽  
Vol 29 (12) ◽  
pp. 3420-3431 ◽  
Author(s):  
Wolfgang Graf ◽  
Andreas Hoffmann ◽  
Bernd Möller ◽  
Jan-Uwe Sickert ◽  
Frank Steinigen

PAMM ◽  
2008 ◽  
Vol 8 (1) ◽  
pp. 10553-10554 ◽  
Author(s):  
Ingolf G. Lepenies ◽  
Mike Richter ◽  
Bernd W. Zastrau

2013 ◽  
Vol 671-674 ◽  
pp. 1445-1457
Author(s):  
Bo Jin ◽  
De Feng Zu ◽  
Han Sheng Wu ◽  
Yongwu Gao

The use of carbon reinforced polymer (CFRP) to provide lateral confinement for enhanced ductility and strength of reinforced concrete structures has been increasing. The present study, attempts to analytically investigate the effect of the layout of frame columns retrofitted with different layers of CFRP on the seismic performance and damage potential of structures under strong ground motion using realistic and efficient computational models. Based on the shaking table tests of several reinforced concrete (RC) flat slab beamless construction models, the seismic performance of structures strengthened with CFRP composites are investigated. The dynamic response of CFRP retrofitted structures and the components of the model, validation of the model, force-displacement relationship, relative displacement and the time history curves are studied. Then the rational effect of different CFRP layers is found.


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