Grant: Discovery Grants Program - Individual
University of Windsor
$52,000.00
Condition Monitoring of Concrete Structures
FY 2024-25
Summary
Canadian aged infrastructures are showing signs of deterioration and damage due to various effects. The 2016 Canadian Infrastructure Report Card (CIRC) concluded that: "under current practices (investment, operations, maintenance), the majority of the infrastructures, even if in good to very good condition today, will require increasingly larger investments as they age." In the particular case for bridges, the CIRC observed that the actual average annual reinvestment rate of bridges is 0.8%, whereas asset management practitioners typically target a reinvestment rate for bridges in the range of 1.0% to 1.7%. This deficit of the actual investment will lead inevitably to prioritizing maintenance projects. For any decision making concerning structural problems, effective approaches are needed for assessing the accumulated damage using advanced sensing and computational technologies. Without the proper advanced engineering tools, the evaluation of the state of infrastructures can be costly and prone to error. Structural Health Monitoring (SHM) has become a major component to ensure the safety of infrastructures. The goals of SHM can be outlined as: (i) cost effective assessment of structural performance, (ii) detection and localization of damage, and (iii) structural health prognosis. An important component of the SHM is system identification, which focuses on developing an effective and reliable model of the structure through response measurements. Structural system identification requires collecting data from existing structures such as displacement, acceleration and strains.
Until very recently, the most common monitoring of infrastructures was carried out using visual examination by trained engineers. With the development of technologies, various other methods have been introduced in the realm of SHM. Nondestructive monitoring techniques used previously included acoustics, thermography, Xrays, images processing and many others which required direct access to all the parts of the structure. This condition is not possible to achieve in case of complex structures. The present proposal attempts to integrate novel technologies including image processing to study specific SHM related problems in structures. The research program focuses on advancing knowledge on SHM applications in accessing the structural integrity of infrastructures. The short term objectives are: (i) to develop a methodology for evaluating damage in existing concrete structures including computer vision-based technology, (ii) to establish a diagnostic tool to evaluate the extension of induced damage in concrete structures, and (iii) to train Highly Qualified Personal (HQP) on the usage of modern technologies in SHM. The long term objective of the research proposal aims at settling the base for developing an integrated tool for SHM.
Program
Discovery Grants Program - Individual
Recipient
Location
Ontario, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data
As published
Application id
RGPIN-2020-06648
Name nom
Ghrib, Faouzi
Department département
Civil and Environmental Engg
Organization id
37
Institution établissement
University of Windsor
Province en
Ontario
Province fr
Ontario
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2024
Competition year année de concours
2020
Award amount
52000
Program id
RGPIN
Program name en
Discovery Grants Program - Individual
Program name fr
Programme de subventions à la découverte - individuelles
Group en
DISCOVERY RESEARCH
Group fr
RECHERCHE AXÉE SUR LA DÉCOUVERTE
Committee code
1509
Committee name en
Civil, Industrial and Systems Engineering
Committee name fr
Génie civil, industriel et des systèmes
Area of application code
1001
Area of application group en
Northern development
Area of application group fr
Développement du nord
Area of application en
Construction, transportation and communications
Area of application fr
Construction, transports et communications
Research subject code
1000
Research subject group en
Civil engineering
Research subject group fr
Génie civil
Research subject en
Civil engineering
Research subject fr
Génie civil
Field of research list names en
Not available
Field of research list names fr
Non disponible
Socioeconomic objective list names en
Not available
Socioeconomic objective list names fr
Non disponible
Application title
Condition Monitoring of Concrete Structures
Keywords
structural health monitoring; damage assessment; computer vision; concrete structures
Application summary
Canadian aged infrastructures are showing signs of deterioration and damage due to various effects. The 2016 Canadian Infrastructure Report Card (CIRC) concluded that: "under current practices (investment, operations, maintenance), the majority of the infrastructures, even if in good to very good condition today, will require increasingly larger investments as they age." In the particular case for bridges, the CIRC observed that the actual average annual reinvestment rate of bridges is 0.8%, whereas asset management practitioners typically target a reinvestment rate for bridges in the range of 1.0% to 1.7%. This deficit of the actual investment will lead inevitably to prioritizing maintenance projects. For any decision making concerning structural problems, effective approaches are needed for assessing the accumulated damage using advanced sensing and computational technologies. Without the proper advanced engineering tools, the evaluation of the state of infrastructures can be costly and prone to error. Structural Health Monitoring (SHM) has become a major component to ensure the safety of infrastructures. The goals of SHM can be outlined as: (i) cost effective assessment of structural performance, (ii) detection and localization of damage, and (iii) structural health prognosis. An important component of the SHM is system identification, which focuses on developing an effective and reliable model of the structure through response measurements. Structural system identification requires collecting data from existing structures such as displacement, acceleration and strains.
Until very recently, the most common monitoring of infrastructures was carried out using visual examination by trained engineers. With the development of technologies, various other methods have been introduced in the realm of SHM. Nondestructive monitoring techniques used previously included acoustics, thermography, Xrays, images processing and many others which required direct access to all the parts of the structure. This condition is not possible to achieve in case of complex structures. The present proposal attempts to integrate novel technologies including image processing to study specific SHM related problems in structures. The research program focuses on advancing knowledge on SHM applications in accessing the structural integrity of infrastructures. The short term objectives are: (i) to develop a methodology for evaluating damage in existing concrete structures including computer vision-based technology, (ii) to establish a diagnostic tool to evaluate the extension of induced damage in concrete structures, and (iii) to train Highly Qualified Personal (HQP) on the usage of modern technologies in SHM. The long term objective of the research proposal aims at settling the base for developing an integrated tool for SHM.