A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Durability of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) under progressive aging
We assess the durability of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) after accelerated aging, i.e. after partial drying, or 105 °C oven-drying (dry reference state), 200, 300 or 400 °C heat-treatment, or progressive splitting (Brazilian test). Our key experimental tool is gas permeability Kgas under varying confinement Pc, coupled to MIP and SEM analysis. UHPFRC properties are compared to standard mortar and ordinary concrete. Whereas usual UHPFRCs involve pozzolanic additions and thermal curing, this UHPFRC does not, and is significantly more porous (by 9–10%). However, 74% of its porosity comprises pores smaller than 4 nm, i.e. located within the C–S–H. Dry reference state UHPFRC lies in the range of very high durable materials, with an average Kgas = 10− 18 m2. Damage by heat-treatment at 400 °C induces limited de-bonding at the fiber/paste interface, which increases Kgas up to 10− 17 m2 at Pc = 6 MPa. While sustaining more than 300 µm/m tensile strain, Kgas of UHPFRC remains virtually identical.
Durability of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) under progressive aging
We assess the durability of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) after accelerated aging, i.e. after partial drying, or 105 °C oven-drying (dry reference state), 200, 300 or 400 °C heat-treatment, or progressive splitting (Brazilian test). Our key experimental tool is gas permeability Kgas under varying confinement Pc, coupled to MIP and SEM analysis. UHPFRC properties are compared to standard mortar and ordinary concrete. Whereas usual UHPFRCs involve pozzolanic additions and thermal curing, this UHPFRC does not, and is significantly more porous (by 9–10%). However, 74% of its porosity comprises pores smaller than 4 nm, i.e. located within the C–S–H. Dry reference state UHPFRC lies in the range of very high durable materials, with an average Kgas = 10− 18 m2. Damage by heat-treatment at 400 °C induces limited de-bonding at the fiber/paste interface, which increases Kgas up to 10− 17 m2 at Pc = 6 MPa. While sustaining more than 300 µm/m tensile strain, Kgas of UHPFRC remains virtually identical.
Durability of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) under progressive aging
Wang, Wei (author) / Liu, Jian (author) / Agostini, Franck (author) / Davy, Catherine A. (author) / Skoczylas, Frederic (author) / Corvez, Dominique (author)
Cement and Concrete Research ; 55 ; 1-13
2014
13 Seiten, 31 Quellen
Article (Journal)
English
Hochleistungsbeton , Faserverstärkung , Permeabilität , Dauerhaftigkeit , Alterung , Hochtemperaturfaser , Trockenzustand , Beton , Zugdehnung , faserverstärkter Beton , Alterung (Werkstoff) , beschleunigtes Altern , Gasdurchlässigkeit , Puzzolanzement , Rasterelektronenmikroskopie , CSH (Calciumsilicathydrat) , Porengröße
Durability of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) under progressive aging
| Online Contents | 2014
Durability of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) under progressive aging
| British Library Online Contents | 2014
French Standards for Ultra-High Performance Fiber-Reinforced Concrete (UHPFRC)
| Springer Verlag | 2017