scholarly journals Tensile strength of carbon rovings impregnated with different materials under anodic polarization

2018 ◽  
Vol 199 ◽  
pp. 11015
Author(s):  
Amir Asgharzadeh ◽  
Michael Raupach

Carbon textiles are used more and more as reinforcement in concrete structures. Due to their high durability the concrete covers can be extremely thin compared to traditional steel reinforced concrete, resulting in the possibility to build very thin elements with excellent performance. To improve the properties of the carbon textiles, the rovings are normally impregnated with different types of polymers. Additionally to the use as reinforcement, carbon textiles can also be used as anodes for cathodic protection. However, while first tests have shown, that impregnated carbon rovings are suitable to be used as CP-anodes, it is still not clear under which conditions the new types of anodes are stable or when they start to dissolve. This paper describes investigations on the influence of an anodic polarisation on the tensile strength of different types of impregnated carbon rovings.

2000 ◽  
Vol 6 (6) ◽  
pp. 597-618
Author(s):  
W. Schwarz

Abstract Corrosion of steel in concrete is one of the critical problems in civil engineering with regard to the durability of reinforced concrete structures. Cathodic protection (CP) of the steel rebars in concrete structures evolved during the past 25 years as a reliable method to extend the lifetime of reinforced concrete structures. During the CP operation, proportional to the applied protection current, acids are generated at the anode/concrete interface. This effect limits durability and performance of various CP-systems. This contribution describes a newly developed conductive composite paint for use as anode material, characterized by high durability at high current densities and easy applicability, and its practical application for the corrosion protection of a parking deck in Oslo.


2019 ◽  
Vol 20 (1) ◽  
pp. 489-498 ◽  
Author(s):  
Angelica Del Valle-Moreno ◽  
Joan Genesca-Llongueras ◽  
Andres A. Torres-Acosta ◽  
Miguel Martinez

2020 ◽  
Vol 28 ◽  
pp. 950-956 ◽  
Author(s):  
Zuzana Marcalikova ◽  
Miroslav Racek ◽  
Pavlina Mateckova ◽  
Radim Cajka

2015 ◽  
Vol 824 ◽  
pp. 197-200
Author(s):  
Jan Machovec ◽  
Filip Vogel ◽  
Petr Konvalinka

This article is focused on state of knowledge about experimental testing of uniaxial tension strength of specimens from cement-based composites. We searched for various types of experimental testing of tensile strength, shapes of specimens or type of reinforcement. There is our own experimental program at the end of this article. Our aim is to find the best way to test steel fibre reinforced cement matrix for textile reinforced concrete in oneaxial tension. Textile reinforced concrete has many advantages (e.g.: no covering layer, higher ductility) and may be used instead of common steel reinforced concrete or as a method to repair old structures (e.g.: to bind columns).


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