This paper presents the flexural toughness, impact resistance, and other properties such as density, compressive and tensile strength, and modulus of elasticity, of both plain and fibre-reinforced lightweight aggregate concrete. It also discusses the effect of the density of coarse and fine aggregate on the flexural toughness and impact resistance. The impact resistance of the concrete was determined using instrumented drop-weight testing equipment. An expanded clay type of lightweight aggregate and steel fibres were used for the concrete. The compressive strength of the lightweight aggregate concrete ranged from approximately 40 MPa to 80 MPa. The results indicated that high compressive strength and density are desirable for good impact resistance of plain concrete, and the incorporation of the steel fibres improved the impact resistance substantially.
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June 2004
Research Article|
June 01 2004
Flexural toughness and impact resistance of steel-fibre-reinforced lightweight concrete Available to Purchase
M. H. Zhang;
M. H. Zhang
*
Department of Civil Engineering, National University of Singapore
1 Engineering Drive 2, Singapore 117576
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L. Li;
L. Li
*
Department of Civil Engineering, National University of Singapore
1 Engineering Drive 2, Singapore 117576
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P. Paramasivam
P. Paramasivam
*
Department of Civil Engineering, National University of Singapore
1 Engineering Drive 2, Singapore 117576
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Publisher: Emerald Publishing
Received:
September 11 2002
Revision Received:
June 21 2003
Accepted:
August 28 2003
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2004 Thomas Telford Ltd
2004
Magazine of Concrete Research (2004) 56 (5): 251–262.
Article history
Received:
September 11 2002
Revision Received:
June 21 2003
Accepted:
August 28 2003
Citation
Zhang MH, Li L, Paramasivam P (2004), "Flexural toughness and impact resistance of steel-fibre-reinforced lightweight concrete". Magazine of Concrete Research, Vol. 56 No. 5 pp. 251–262, doi: https://doi.org/10.1680/macr.2004.56.5.251
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