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

dc.creatorLuccioni, B.
dc.creatorIsla, F.
dc.creatorCodina, R.
dc.creatorAmbrosini, D.
dc.creatorZerbino, Raúl
dc.creatorGiaccio, Graciela Marta
dc.creatorTorrijos, María Celeste
dc.date2018
dc.date.accessioned2022-10-16T23:01:13Z
dc.date.available2022-10-16T23:01:13Z
dc.identifierhttps://digital.cic.gba.gob.ar/handle/11746/10103
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4413376
dc.descriptionHigh 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.
dc.formatapplication/pdf
dc.format10 p.
dc.languageInglés
dc.relationDOI:10.1016/J.ENGSTRUCT.2018.08.016
dc.rightshttp://creativecommons.org/licenses/by-nc-sa/4.0/
dc.subjectIngenierías y Tecnologías
dc.subjectHigh strength concrete
dc.subjectSteel fibers
dc.subjectBlast response
dc.subjectSpalling
dc.subjectNumerical model
dc.titleExperimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs


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