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dc.date.accessioned 2019-03-15T14:44:02Z
dc.date.available 2019-03-15T14:44:02Z
dc.date.issued 2017-05-01
dc.identifier.uri http://sedici.unlp.edu.ar/handle/10915/73216
dc.description.abstract The advantages of High Strength Fiber Reinforced Concrete (HSFRC) in static behavior highlighted by many researchers suggest it is a promising material to withstand dynamic loads. However, available experimental results regarding blast performance of HSFRC structural elements are still limited. The results of exploratory series of tests using a high strength concrete, over 100 MPa compressive strength, reinforced with long hooked-end steel fibers are presented in this paper. The results of static characterization tests performed on prisms and slabs and the results of blast tests on slabs are presented and analyzed. The improvements found in static flexure response with different fibers contents are compared with those found under blast loads. The effects of fibers controlling cracking, scabbing and spalling under close-in explosions are also addressed. en
dc.format.extent 23-37 es
dc.language en es
dc.subject Acero es
dc.subject high strength concrete, steel fibers, toughness blast response en
dc.subject concreto es
dc.title Effect of steel fibers on static and blast response of high strength concrete en
dc.type Articulo es
sedici.identifier.other http://hdl.handle.net/11746/10101
sedici.identifier.other https://doi.org/10.1016/j.ijimpeng.2017.04.027
sedici.identifier.issn 0734-743X es
sedici.creator.person Lucioni, 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 International Journal of Impact Engineering es
sedici.relation.journalVolumeAndIssue vol. 107 es


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Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0) Excepto donde se diga explícitamente, este item se publica bajo la siguiente licencia Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)