info:eu-repo/semantics/article
Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
Fecha
2018-11Registro en:
Luccioni, Bibiana Maria; Isla Calderón, Facundo Andrés; Codina, Ramon Humberto; Ambrosini, Ricardo Daniel; Zerbino, Raul Luis; et al.; Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs; Elsevier; Engineering Structures; 175; 11-2018; 113-122
0141-0296
CONICET Digital
CONICET
Autor
Luccioni, Bibiana Maria
Isla Calderón, Facundo Andrés
Codina, Ramon Humberto
Ambrosini, Ricardo Daniel
Zerbino, Raul Luis
Giaccio, Graciela Marta
Torrijos, Maria Celeste
Resumen
High Strength Fiber Reinforced Concrete (HSFRC) presents great advantages when compared with conventional concrete under static loads and thus, it constitutes a promising material to withstand extreme loads. The experimental results of blast tests performed on HSFRC slabs including different types of hooked end steel fibers are presented and numerically analyzed in this paper. The numerical simulation was able to reproduce the experimental results and it confirms that for the same fiber content, shorter fibers provide greater blast resistance, showing smaller craters and spalling at the back face.