This paper reports the instrumentation and monitoring techniques developed to improve understanding of the early-life behaviour of concrete industrial ground-floor slabs. Concrete strains, temperatures and joint movements were measured using vibrating-wire embedment strain gauges and thermistors, while ambient conditions were monitored to assess their effects. A reliable, accurate and easy-to-implement methodology, developed by instrumenting four types of floor slab (mesh-reinforced long strip, mesh-reinforced jointed large area pour, steel fibre-reinforced jointed large area pour and steel fibre-reinforced jointless large area pour) is described in detail, along with the further developments and modifications to the instrumentation. The methodology developed would be equally applicable to the early-life monitoring of other concrete structural elements. Some sample results of data gathered using the instrumentation methodology developed are included.
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August 2006
Research Article|
August 01 2006
Instrumentation and early-age monitoring of concrete slabs
S. A. Austin, PhD, CEng, MICE;
S. A. Austin, PhD, CEng, MICE
Chair in Structural Engineering
Department of Civil and Building Engineering, Loughborough University
UK
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P. J. Robins, PhD, CEng, MICE;
P. J. Robins, PhD, CEng, MICE
Senior lecturer
Department of Civil and Building Engineering, Loughborough University
UK
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J. W. Bishop, PhD
J. W. Bishop, PhD
Senior applications consultant
Customer Systems plc
Chertsey, UK
(formerly Research assistant, Department of Civil and Building Engineering, Loughborough University, UK)
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Publisher: Emerald Publishing
Received:
June 27 2003
Accepted:
March 23 2006
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2006 Thomas Telford Ltd
2006
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2006) 159 (4): 187–195.
Article history
Received:
June 27 2003
Accepted:
March 23 2006
Citation
Austin SA, Robins PJ, Bishop JW (2006), "Instrumentation and early-age monitoring of concrete slabs". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 159 No. 4 pp. 187–195, doi: https://doi.org/10.1680/stbu.2006.159.4.187
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