Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads

High Strength Fibre 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. An experimental and numerical research carried out with the objective of developing design c...

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Detalles Bibliográficos
Autores principales: Luccioni, Bibiana, Isla, Facundo, Fiengo, F., Codina, R., Ambrosini, Daniel, Vivas Montes, Juan Carlos, Zerbino, Raúl Luis, Giaccio, Graciela Marta, Torrijos, María Celeste
Formato: Objeto de conferencia
Lenguaje:Inglés
Publicado: 2020
Materias:
Ingeniería
High strength concrete
Steel fibres
Blast response
Impact
Numerical model
Acceso en línea:http://sedici.unlp.edu.ar/handle/10915/143258
Aporte de:
SEDICI (UNLP) de Universidad Nacional de La Plata
id I19-R120-10915-143258
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 fibres
Blast response
Impact
Numerical model
spellingShingle Ingeniería
High strength concrete
Steel fibres
Blast response
Impact
Numerical model
Luccioni, Bibiana
Isla, Facundo
Fiengo, F.
Codina, R.
Ambrosini, Daniel
Vivas Montes, Juan Carlos
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
topic_facet Ingeniería
High strength concrete
Steel fibres
Blast response
Impact
Numerical model
description High Strength Fibre 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. An experimental and numerical research carried out with the objective of developing design criteria for HSFRC use in protective structures construction is presented. The mechanical behaviour of HSFRC elements under extreme loads is experimentally and numerically analysed. Numerical models represent useful tools for the design of this type of HSFRC applications but they should be carefully calibrated and validated with experimental results. HSFRC prisms and slabs including different types of hooked-end steel fibres are tested under static, blast and impact loads. Material models at the meso and the macro scale are developed, they are calibrated with characterization tests and validated with experimental results. Experimental results are analysed with the aid of numerical models showing the effect of fibre type and content under extreme load. Numerical models are able to reproduce the blast and impact tests results and give additionally information about the local and structural response under impulsive loads that could be valuable for the design of protective structures.
format Objeto de conferencia
Objeto de conferencia
author Luccioni, Bibiana
Isla, Facundo
Fiengo, F.
Codina, R.
Ambrosini, Daniel
Vivas Montes, Juan Carlos
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
author_facet Luccioni, Bibiana
Isla, Facundo
Fiengo, F.
Codina, R.
Ambrosini, Daniel
Vivas Montes, Juan Carlos
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
author_sort Luccioni, Bibiana
title Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
title_short Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
title_full Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
title_fullStr Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
title_full_unstemmed Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
title_sort mechanical response of high strength fibre reinforced concrete under extreme loads
publishDate 2020
url http://sedici.unlp.edu.ar/handle/10915/143258
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bdutipo_str Repositorios
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