TY - GEN
T1 - Chloride Penetration Resistance of Ultra-High Performance Fibre Reinforced Concrete - How to Test the Performance Using the Rapid Chloride Migration Test
AU - Pollner, Toni
AU - Grimm, Benedikt
AU - Illguth, Marcus
AU - Kapteina, Gesa
AU - Dauberschmidt, Christoph
N1 - Publisher Copyright:
© Fédération Internationale du Béton – International Federation for Structural Concrete.
PY - 2022/6
Y1 - 2022/6
N2 - Currently, fibre-reinforced composite materials such as Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC) are increasingly being used to protect structures exposed to chlorides. Due to the almost capillary pore-free binder matrix, UHPFRC ensures the durability of the building members concerned. The chloride penetration resistance of cementitious building materials is frequently determined by accelerated laboratory tests such as the rapid chloride migration test (RCM test). For this purpose, the penetration of chlorides into a test specimen is accelerated under the influence of an electric field. However, this established method is problematic with regard to the use of electrically conductive components such as steel fibres. On the one hand, there are fundamental doubts about the applicability, on the other hand there is no consensus about the effects of steel fibres on the chloride penetration itself. This paper describes the influence of the steel fibres as well as the effect of fibre orientation on the chloride penetration resistance of different UHPFRCs. The test methods used were the determination of the electrical resistivity, the RCM test and a modified chloride migration test (MCM test). The penetration fronts of the steel fibre reinforced concretes were additionally analysed by means of Laser Induced Breakdown Spectroscopy (LIBS). Furthermore, the results were validated by diffusion tests and the fibre orientation was determined by means of a 3D X-ray microscope. The results suggest that the UHPFRCs investigated have lower chloride penetration resistance than the fibre-free reference concretes. Furthermore, the chloride penetration resistance of the UHPFRCs was reduced more when the steel fibres were oriented in the direction of the chloride flow. The investigations indicate that RCM and MCM tests can also be used for steel fibre reinforced concretes under certain restrictions.
AB - Currently, fibre-reinforced composite materials such as Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC) are increasingly being used to protect structures exposed to chlorides. Due to the almost capillary pore-free binder matrix, UHPFRC ensures the durability of the building members concerned. The chloride penetration resistance of cementitious building materials is frequently determined by accelerated laboratory tests such as the rapid chloride migration test (RCM test). For this purpose, the penetration of chlorides into a test specimen is accelerated under the influence of an electric field. However, this established method is problematic with regard to the use of electrically conductive components such as steel fibres. On the one hand, there are fundamental doubts about the applicability, on the other hand there is no consensus about the effects of steel fibres on the chloride penetration itself. This paper describes the influence of the steel fibres as well as the effect of fibre orientation on the chloride penetration resistance of different UHPFRCs. The test methods used were the determination of the electrical resistivity, the RCM test and a modified chloride migration test (MCM test). The penetration fronts of the steel fibre reinforced concretes were additionally analysed by means of Laser Induced Breakdown Spectroscopy (LIBS). Furthermore, the results were validated by diffusion tests and the fibre orientation was determined by means of a 3D X-ray microscope. The results suggest that the UHPFRCs investigated have lower chloride penetration resistance than the fibre-free reference concretes. Furthermore, the chloride penetration resistance of the UHPFRCs was reduced more when the steel fibres were oriented in the direction of the chloride flow. The investigations indicate that RCM and MCM tests can also be used for steel fibre reinforced concretes under certain restrictions.
KW - UHPFRC
KW - UHPC
KW - SFRC
KW - chloride penetration resistance
KW - migration
KW - diffusion
UR - https://www.scopus.com/pages/publications/85143898892
M3 - Conference Paper
T3 - fib symposium proceedings
SP - 461
EP - 473
BT - Concrete Innovation for Sustainability
A2 - Stokkeland, Stine
A2 - Braarud, Henny Cathrine
CY - Oslo
T2 - 6th fib International Congress on Concrete Innovation for Sustainability
Y2 - 12 June 2022 through 16 June 2022
ER -