Monitoring of an innovative concrete parking garage reinforced with GFRP composite bars

S. El-Gamal, B. Benmokrane, E. El-Salakawy, A. Wiseman, O. Chaallal

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

The Laurier-Taché parking garage, located in the Hull section of the city of Gatineau, Quebec, is one of the largest Public Works and Government Services Canada's (PWGSC) parking garages in Canada. The structural slabs of this parking structure suffered from severe steel reinforcement corrosion and concrete deterioration that required full replacement of these slabs. As part of PWGSC's efforts to identify and assess technologies that have the potential to improve the durability of structures in harsh environments, an agreement between PWGSC and the NSERC Research Chair at the University of Sherbrooke was reached to use GFRP reinforcement in twelve slabs (area ≈ 1000 m2) of the Laurier-Taché parking garage. To monitor the behavior of these slabs, they were instrumented at critical locations for internal temperature and strain data collection using fiber optic sensors (FOS). In addition, a 16-channel data acquisition system (DMI data logger unit) for remote and long-term monitoring was installed on site. The strain readings were collected from the DMI unit using a remote monitoring technique. This paper summarizes field instrumentation and monitoring results during the first two years following the completion of construction. It also includes the analysis of the collected data from the FOS to date and a comparison of the measured strains to those theoretically predicted. Based on the work described in this paper, some concluding remarks are introduced.

Original languageEnglish
Title of host publicationStructural Health Monitoring of Intelligent Infrastructure - Proceedings of the 4th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2009
Publication statusPublished - 2009
Event4th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2009 - Zurich, Switzerland
Duration: Jul 22 2009Jul 24 2009

Other

Other4th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2009
CountrySwitzerland
CityZurich
Period7/22/097/24/09

Fingerprint

Public works
Fiber optic sensors
Concretes
Monitoring
Reinforcement
Composite materials
Parking
Deterioration
Data acquisition
Durability
Corrosion
Steel
Canada
Temperature
Government services
Sensor
Fiber

ASJC Scopus subject areas

  • Artificial Intelligence
  • Computer Networks and Communications
  • Information Systems and Management
  • Civil and Structural Engineering
  • Building and Construction

Cite this

El-Gamal, S., Benmokrane, B., El-Salakawy, E., Wiseman, A., & Chaallal, O. (2009). Monitoring of an innovative concrete parking garage reinforced with GFRP composite bars. In Structural Health Monitoring of Intelligent Infrastructure - Proceedings of the 4th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2009

Monitoring of an innovative concrete parking garage reinforced with GFRP composite bars. / El-Gamal, S.; Benmokrane, B.; El-Salakawy, E.; Wiseman, A.; Chaallal, O.

Structural Health Monitoring of Intelligent Infrastructure - Proceedings of the 4th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2009. 2009.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

El-Gamal, S, Benmokrane, B, El-Salakawy, E, Wiseman, A & Chaallal, O 2009, Monitoring of an innovative concrete parking garage reinforced with GFRP composite bars. in Structural Health Monitoring of Intelligent Infrastructure - Proceedings of the 4th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2009. 4th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2009, Zurich, Switzerland, 7/22/09.
El-Gamal S, Benmokrane B, El-Salakawy E, Wiseman A, Chaallal O. Monitoring of an innovative concrete parking garage reinforced with GFRP composite bars. In Structural Health Monitoring of Intelligent Infrastructure - Proceedings of the 4th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2009. 2009
El-Gamal, S. ; Benmokrane, B. ; El-Salakawy, E. ; Wiseman, A. ; Chaallal, O. / Monitoring of an innovative concrete parking garage reinforced with GFRP composite bars. Structural Health Monitoring of Intelligent Infrastructure - Proceedings of the 4th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2009. 2009.
@inproceedings{cd974edd3b8141608bfca3d2c4dac115,
title = "Monitoring of an innovative concrete parking garage reinforced with GFRP composite bars",
abstract = "The Laurier-Tach{\'e} parking garage, located in the Hull section of the city of Gatineau, Quebec, is one of the largest Public Works and Government Services Canada's (PWGSC) parking garages in Canada. The structural slabs of this parking structure suffered from severe steel reinforcement corrosion and concrete deterioration that required full replacement of these slabs. As part of PWGSC's efforts to identify and assess technologies that have the potential to improve the durability of structures in harsh environments, an agreement between PWGSC and the NSERC Research Chair at the University of Sherbrooke was reached to use GFRP reinforcement in twelve slabs (area ≈ 1000 m2) of the Laurier-Tach{\'e} parking garage. To monitor the behavior of these slabs, they were instrumented at critical locations for internal temperature and strain data collection using fiber optic sensors (FOS). In addition, a 16-channel data acquisition system (DMI data logger unit) for remote and long-term monitoring was installed on site. The strain readings were collected from the DMI unit using a remote monitoring technique. This paper summarizes field instrumentation and monitoring results during the first two years following the completion of construction. It also includes the analysis of the collected data from the FOS to date and a comparison of the measured strains to those theoretically predicted. Based on the work described in this paper, some concluding remarks are introduced.",
author = "S. El-Gamal and B. Benmokrane and E. El-Salakawy and A. Wiseman and O. Chaallal",
year = "2009",
language = "English",
isbn = "9783905594522",
booktitle = "Structural Health Monitoring of Intelligent Infrastructure - Proceedings of the 4th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2009",

}

TY - GEN

T1 - Monitoring of an innovative concrete parking garage reinforced with GFRP composite bars

AU - El-Gamal, S.

AU - Benmokrane, B.

AU - El-Salakawy, E.

AU - Wiseman, A.

AU - Chaallal, O.

PY - 2009

Y1 - 2009

N2 - The Laurier-Taché parking garage, located in the Hull section of the city of Gatineau, Quebec, is one of the largest Public Works and Government Services Canada's (PWGSC) parking garages in Canada. The structural slabs of this parking structure suffered from severe steel reinforcement corrosion and concrete deterioration that required full replacement of these slabs. As part of PWGSC's efforts to identify and assess technologies that have the potential to improve the durability of structures in harsh environments, an agreement between PWGSC and the NSERC Research Chair at the University of Sherbrooke was reached to use GFRP reinforcement in twelve slabs (area ≈ 1000 m2) of the Laurier-Taché parking garage. To monitor the behavior of these slabs, they were instrumented at critical locations for internal temperature and strain data collection using fiber optic sensors (FOS). In addition, a 16-channel data acquisition system (DMI data logger unit) for remote and long-term monitoring was installed on site. The strain readings were collected from the DMI unit using a remote monitoring technique. This paper summarizes field instrumentation and monitoring results during the first two years following the completion of construction. It also includes the analysis of the collected data from the FOS to date and a comparison of the measured strains to those theoretically predicted. Based on the work described in this paper, some concluding remarks are introduced.

AB - The Laurier-Taché parking garage, located in the Hull section of the city of Gatineau, Quebec, is one of the largest Public Works and Government Services Canada's (PWGSC) parking garages in Canada. The structural slabs of this parking structure suffered from severe steel reinforcement corrosion and concrete deterioration that required full replacement of these slabs. As part of PWGSC's efforts to identify and assess technologies that have the potential to improve the durability of structures in harsh environments, an agreement between PWGSC and the NSERC Research Chair at the University of Sherbrooke was reached to use GFRP reinforcement in twelve slabs (area ≈ 1000 m2) of the Laurier-Taché parking garage. To monitor the behavior of these slabs, they were instrumented at critical locations for internal temperature and strain data collection using fiber optic sensors (FOS). In addition, a 16-channel data acquisition system (DMI data logger unit) for remote and long-term monitoring was installed on site. The strain readings were collected from the DMI unit using a remote monitoring technique. This paper summarizes field instrumentation and monitoring results during the first two years following the completion of construction. It also includes the analysis of the collected data from the FOS to date and a comparison of the measured strains to those theoretically predicted. Based on the work described in this paper, some concluding remarks are introduced.

UR - http://www.scopus.com/inward/record.url?scp=84896817382&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84896817382&partnerID=8YFLogxK

M3 - Conference contribution

SN - 9783905594522

BT - Structural Health Monitoring of Intelligent Infrastructure - Proceedings of the 4th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 2009

ER -