Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs

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 o...

Descripción completa

Guardado en:
Detalles Bibliográficos
Autores principales: Luccioni, B., Isla, F., Codina, R., Ambrosini, D., Zerbino, Raúl Luis, Giaccio, Graciela Marta, Torrijos, María Celeste
Formato: Articulo
Lenguaje:Inglés
Publicado: 2018
Materias:
Ingeniería
High strength concrete
Steel fibers
Blast response
Spalling
Construcción
Numerical model
Acceso en línea:http://sedici.unlp.edu.ar/handle/10915/77285
Aporte de:
SEDICI (UNLP) de Universidad Nacional de La Plata
id I19-R120-10915-77285
record_format dspace
institution Universidad Nacional de La Plata
institution_str I-19
repository_str R-120
collection SEDICI (UNLP)
language Inglés
topic Ingeniería
High strength concrete
Steel fibers
Blast response
Spalling
Construcción
Numerical model
spellingShingle Ingeniería
High strength concrete
Steel fibers
Blast response
Spalling
Construcción
Numerical model
Luccioni, B.
Isla, F.
Codina, R.
Ambrosini, D.
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
topic_facet Ingeniería
High strength concrete
Steel fibers
Blast response
Spalling
Construcción
Numerical model
description 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.
format Articulo
Articulo
author Luccioni, B.
Isla, F.
Codina, R.
Ambrosini, D.
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
author_facet Luccioni, B.
Isla, F.
Codina, R.
Ambrosini, D.
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
author_sort Luccioni, B.
title Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
title_short Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
title_full Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
title_fullStr Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
title_full_unstemmed Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
title_sort experimental and numerical analysis of blast response of high strength fiber reinforced concrete slabs
publishDate 2018
url http://sedici.unlp.edu.ar/handle/10915/77285
work_keys_str_mv AT luccionib experimentalandnumericalanalysisofblastresponseofhighstrengthfiberreinforcedconcreteslabs
AT islaf experimentalandnumericalanalysisofblastresponseofhighstrengthfiberreinforcedconcreteslabs
AT codinar experimentalandnumericalanalysisofblastresponseofhighstrengthfiberreinforcedconcreteslabs
AT ambrosinid experimentalandnumericalanalysisofblastresponseofhighstrengthfiberreinforcedconcreteslabs
AT zerbinoraulluis experimentalandnumericalanalysisofblastresponseofhighstrengthfiberreinforcedconcreteslabs
AT giacciogracielamarta experimentalandnumericalanalysisofblastresponseofhighstrengthfiberreinforcedconcreteslabs
AT torrijosmariaceleste experimentalandnumericalanalysisofblastresponseofhighstrengthfiberreinforcedconcreteslabs
bdutipo_str Repositorios
_version_ 1764820486458441728

Ejemplares similares