This paper reports on the instrumentation, monitoring and some preliminary results from a real-time monitoring scheme of a hybrid concrete–lattice-girder slab flooring system. One of the key benefits of this monitoring project is improved understanding of in situ structural behaviour. Sensors were embedded in both the precast and in situ components of the floor system and were used to monitor various aspects of the behaviour of the floor during the manufacturing, construction and operational phases. Concrete strains and temperatures were measured, while environmental conditions were also monitored to assess their effects on the floor structure. The information from the real-time monitoring offered the opportunity to compare actual and predicted behaviour using structural codes, such as Eurocodes. Results on the early-age behaviour of the floor slab during the construction phase (strain, thermal cracking, restraint factors) are described in this paper.
Article navigation
December 2017
Research Article|
June 06 2017
Real-time monitoring of concrete–lattice-girder slabs during construction
Shane Newell, BE, MEngSc, CEng, MIEI, MIStructE
;
Shane Newell, BE, MEngSc, CEng, MIEI, MIStructE
Lecturer
Department of Building and Civil Engineering, Galway-Mayo Institute of Technology, Galway, Ireland
Search for other works by this author on:
Jamie Goggins, BA, BAI, PhD, CEng, MICE, MIEI
Jamie Goggins, BA, BAI, PhD, CEng, MICE, MIEI
Senior Lecturer
College of Engineering and Informatics, National University of Ireland, Galway, Ireland (corresponding author: jamie.goggins@nuigalway.ie)
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
October 07 2016
Accepted:
April 07 2017
Online ISSN: 1751-7702
Print ISSN: 0965-0911
ICE Publishing: All rights reserved
2017
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2017) 170 (12): 885–900.
Article history
Received:
October 07 2016
Accepted:
April 07 2017
Citation
Newell S, Goggins J (2017), "Real-time monitoring of concrete–lattice-girder slabs during construction". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 170 No. 12 pp. 885–900, doi: https://doi.org/10.1680/jstbu.16.00198
Download citation file:
Suggested Reading
Impact resistance of fibre-reinforced concrete
Proceedings of the Institution of Civil Engineers - Structures and Buildings (February,2009)
Extended finite-element analysis of fractures in concrete
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics (December,2008)
Evaluation of seismic retrofit to existing concrete structures by fluid viscous dampers
Proceedings of the Institution of Civil Engineers - Structures and Buildings (February,2002)
Strut-and-tie models obtained by way of topological optimisation
Proceedings of the Institution of Civil Engineers - Structures and Buildings (March,2021)
A vector intensity measure to reliably predict maximum drift in low- to mid-rise buildings
Proceedings of the Institution of Civil Engineers - Structures and Buildings (March,2018)
Related Chapters
FIELD TRIALS ON COVERCRETE MONITORING SENSORS: A TEMPERATURE CORRECTION PROTOCOL FOR CONDUCTIVITY MEASUREMENTS
Innovations and Developments In Concrete Materials And Construction: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 9–11 September 2002
INTERNATIONAL DEVELOPMENTS IN THE FIELD OF AGEING MANAGEMENT OF NUCLEAR POWER INFRASTRUCTURE
Role of Concrete in Nuclear Facilities
CRITERIA FOR AND PREDICTION OF LIMIT STATES OF DEGRADATION OF REINFORCED CONCRETE STRUCTURES
Role of Concrete in Nuclear Facilities
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
