Caracterización mecánica experimental de un hormigón ligero estructural = Experimental mechanical characterisation of a structural lightweight aggregate concrete
DOI:
https://doi.org/10.20868/ade.2015.3036Keywords:
hormigón ligero estructural, compresión, ensayos no destructivos, módulo de elasticidad, structural Lightweight aggregate concrete, compression, non-destructive testing, modules of elasticityAbstract
El peso propio de la estructura es habitualmente del mismo orden o superior al de las cargas que tiene que soportar. Esto hace que las estructuras resultantes sean en muchos casos poco eficientes. La sustitución, parcial o total, en un hormigón del árido convencional por otros materiales más ligeros, consigue una reducción notable del peso del hormigón resultante. En este trabajo se analiza el comportamiento mecánico de un hormigón ligero estructural elaborado por Lafarge. Se han realizados ensayos tanto destructivos como no destructivos a distintas edades. Los resultados muestran la evolución de las características mecánicas a diferentes edades, así como su comparación con los valores estimados según distinta normativa.
Abstract
The self load of the structure is usually similar even bigger than any other load load which a structure carries. Due to this fact a number of structure are inefficient. The replacement in concrete of normal aggregate by lightweight aggregate reaches a markedly reduction of the concrete weight. The mechanical behavior of a lightweight aggregate concrete is analyzed in this paper. A number of tests have been done at different ages. These results have been compared with the predicted mechanical values of some regulation.
Downloads
References
Bremner, T.W.; Holm, T.A.,; and Stepanova, V.F. (1994) Lightweight Concrete – Proven Material for Two Millennia. Proceedings of Advances in Cement and Concrete, S.Sarkar and M. W. Grutzeck Eds. University of New Hampshire, Durham. S.C. pp 37-41
ESCSI, (1971) Lightweight Concrete, History, Applications, Economy. Expanded SHLEe Clay and Slate Institute, Washington, D.C.,
Kluge, R.M.; Sparks, M.M.; and Tuma, E.C., (1949) Light weighting Aggregate Concrete ACI Journal, Proceedings V.45, Nº 5, May pp. 625-642
Price, W. H.; Cordon, W. A., (1949), Tests of Lightweight-Aggregate Concrete Designed for Monolithic Construction ACI JOURNAL, Proceedings V. 45, pp. 581-600.
Hoff, G.C. (1992) High Strength Lightweight Aggregate Concrete for Artic Application – Structural Lightweight Aggregate Concrete Performance, SP-136 T.A. Holm and A.M. Vaysburd, eds. American Concrete Institute, Farmington Hills, Michigan. Pp1-245
Muller-Rochholz, J., (1979) Determination of the Elastic Properties of Lightweight Aggregate by Ultrasonic Pulse Velocity Measurements - International Journal of Lightweight Concrete, V.I., Nº 2, Lancaster, UK
Schütz. F.R., - Der Einflub der Zuschlagelastizität auf die Betondruckfestigkeit. Tesis. TH Aachen. 1970
Meyer, K.F., and Kahn, L.F. (2002) Transfer and Development Length of High Strength Lightweight Concrete ACI Symposium on High Performance Structural Lightweight Concrete. Phonix. Arizona. October 2002
Weigler, H.; and Karl, S. (1974) Stahlleichbeton . (Traducción al castellano “Hormigones ligeros armados” por Amposta, J.M.; y Arenas, A.) Bauverlag GmbH, Wiesbaden (Para la traducción castellana Ed. Gustavo Gili, s.a., Barcelona)
Hanson, J.A., (1964) Replacement of Lightweight Aggregate Fines with natural Sand in Structural Concrete - ACI Journal, Proceedings V. 58 Nº 1, pp. 779-793
Wilson, H.S., (1981) “Progress in Concrete”, Malhotra V.M. d. CANMET, Ottawa p.p. 141-187
AENOR., (2009a) UNE-EN12390-3 - “Ensayos de hormigón endurecido. Parte 3 Determinación de la resistencia a compresión de probetas”
AENOR., (2009b) UNE-EN12390-5 - “Ensayos de hormigón endurecido. Parte 5 Resistencia a flexión de probetas”
AENOR., (2010) UNE-EN12390-6 – “Ensayos de hormigón endurecido. Parte 6 Resistencia a tracción indirecta de probetas”
AENOR., (2013) UNE-EN-12504_2 “Ensayos de hormigón en estructuras. Parte 2. Ensayos no destructivos. Determinación del índice de rebote”
CEB-FIP, (2010) CEB-FIP “Model Code” Comite Euro-International du Beton, Lausanne, Switzerland
Ministerio de Fomento, (2008) EHE-08 “Instrucción de Hormigón Estructural”, B.O.E. 22-AGO-08, REAL DECRETO 1247/2008.
Cui, H.Z; Lo, T.Y.; Memon, S.A.; Xing, F. & Shi, X.(2012) Analytical model for compressive strength, elastic modulus and peak strain of structural lightweight aggregate concrete – Construction and Building Materials 36 pp. 1036-1043 http://dx.doi.org/10.1016/j.conbuildmat.2012.06.034
JGJ 51, (2002) “Technical specification for lightweight aggregate concrete” China Professional standard
ACI 318, (2003) “Building Code requirement for structural concrete commentary” American Concrete Institute, Farmington Hill, Michigan EEUU
The Institution of Structural Engineers, (1987) IStructE “Guide to the structural use of lightweight aggregate concrete”, The Concrete Society
Downloads
Published
Issue
Section
License
Anales de Edificación does not charge authors for processing or publishing an article and provides immediate Open Access to its content. All content is available free of charge to the user or his institution. Users are permitted to read, download, copy, distribute, print, search or link to the full text of articles, or use them for any other lawful purpose, without prior permission from the publisher or author. This is in accordance with the BOAI definition of open access.
- Authors retain the copyright and grant to the journal the right to a Creative Commons attribution / Non-Commercial / Non-Derivative 4.0 International (CC BY NC ND) License that allows others to share the work with an acknowledgement of authorship and non-commercial use.
- Authors may separately establish additional agreements for the non-exclusive distribution of the version of the work published in the journal (for example, placing it in an institutional repository or publishing it in a book).
Unless otherwise indicated, all contents of the electronic edition are distributed under a Creative Commons license.