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dc.date.accessioned 2019-06-27T16:31:36Z
dc.date.available 2019-06-27T16:31:36Z
dc.date.issued 2018
dc.identifier.uri http://sedici.unlp.edu.ar/handle/10915/77285
dc.description.abstract 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. en
dc.format.extent 113-122 es
dc.language en es
dc.subject High strength concrete en
dc.subject Construcción es
dc.subject Steel fibers en
dc.subject Blast response en
dc.subject Spalling en
dc.subject Numerical model es
dc.title Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs en
dc.type Articulo es
sedici.identifier.other http://hdl.handle.net/11746/10103
sedici.identifier.other https://doi.org/10.1016/j.engstruct.2018.08.016
sedici.identifier.issn 0141-0296 es
sedici.creator.person Luccioni, B. es
sedici.creator.person Isla, F. es
sedici.creator.person Codina, R. es
sedici.creator.person Ambrosini, D. es
sedici.creator.person Zerbino, Raúl Luis es
sedici.creator.person Giaccio, Graciela Marta es
sedici.creator.person Torrijos, María Celeste es
sedici.subject.materias Ingeniería es
sedici.description.fulltext true es
mods.originInfo.place Facultad de Ingeniería es
sedici.subtype Articulo es
sedici.rights.license Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)
sedici.rights.uri http://creativecommons.org/licenses/by-nc-sa/4.0/
sedici.description.peerReview peer-review es
sedici.relation.journalTitle Engineering Structures es
sedici.relation.journalVolumeAndIssue vol. 175 es


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Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0) Except where otherwise noted, this item's license is described as Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)