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SIFCON (Slurry Infiltrated Fiber Concrete) under Dynamic Loading
The response of “reinforced SIFCON”‐slabs under static and dynamic loading conditions was experimentally investigated. The bending capacity was determined and ISO‐damage curves in p‐J‐diagrams were calculated. The bending capacity as well as the energy absorption capacity proved to be much higher compared to normally reinforced concrete. The increasing brittle behavior of reinforced concrete slabs with increasing reinforcement was not observed with reinforced SIFCON. As a result reinforced SIFCON can be used favorably to design highly dynamically loaded structures.
SIFCON (Slurry Infiltrated Fiber Concrete) under Dynamic Loading
The response of “reinforced SIFCON”‐slabs under static and dynamic loading conditions was experimentally investigated. The bending capacity was determined and ISO‐damage curves in p‐J‐diagrams were calculated. The bending capacity as well as the energy absorption capacity proved to be much higher compared to normally reinforced concrete. The increasing brittle behavior of reinforced concrete slabs with increasing reinforcement was not observed with reinforced SIFCON. As a result reinforced SIFCON can be used favorably to design highly dynamically loaded structures.
SIFCON (Slurry Infiltrated Fiber Concrete) under Dynamic Loading
Wittmann, F. H. (editor) / Mayrhofer, Christoph (author)
2000-04-20
8 pages
Article/Chapter (Book)
Electronic Resource
English
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