Grant: Collaborative Research and Development Grants
Memorial University of Newfoundland
$120,800.00
Ice abrasion and impact resistance of concrete under arctic conditions
FY 2018-19
Summary
Bridge piers, lighthouses, and oil platforms, especially those in Arctic and subarctic areas, are exposed to harsh*environmental conditions such as ice abrasion and ice impact loading. Ice abrasion occurs when a drifting ice*sheet slides against the surface of the structure with high friction. On the other hand, drifting ice sheets or*icebergs can create considerable dynamic impact loads on offshore structures. These impact loads can be even*more damaging when borne by strong currents. Continuous ice abrasion and/or ice impact loading are*considered one of the most dangerous deterioration of concrete structures. Unfortunately, there are still a*number of unknown factors related to design and material selection of concrete structures exposed to ice*abrasion. Moreover, the information regarding the effect of ice impact loading on concrete structures is limited*in the literature. The main objective of this project is to investigate ice abrasion and impact resistance of*concrete under arctic conditions. The project particularly aims to study the effects of actual Arctic*environmental conditions on concrete in order to develop some novel concrete mixtures with high resistance to*ice abrasion and ice impact loading. The effects of mixture composition, mixture proportions, supplementary*cementing materials, and the inclusion of crumb rubber/fibres on ice abrasion and impact loading will be*clearly presented to help designers/engineers in designing and optimizing concrete mixtures in arctic*conditions. Other considerations such as effects concrete curing and surface finishing techniques on the*abrasion and impact resistance will also be part of this project. The outcome of this project will have a*significant potential to create new technology and subsequent opportunities for next generation of concrete*design guidelines for arctic conditions.
Program
Collaborative Research and Development Grants
Recipient
Location
Newfoundland and Labrador, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data
As published
Application id
499172-2016
Name nom
Hassan, Assem
Department département
Engineering and Applied Science, Faculty of
Organization id
89
Institution établissement
Memorial University of Newfoundland
Province en
Newfoundland and Labrador
Province fr
Terre-Neuve-et-Labrador
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2018
Competition year année de concours
2016
Award amount
120800
Program id
CRDPJ
Program name en
Collaborative Research and Development Grants
Program name fr
Subventions de recherche et développement coopérative
Group en
Research partnerships programs
Group fr
Programmes de partenariat
Committee code
96
Committee name en
RPP Internal Decision Cttee
Committee name fr
Cté de décision interne - PPR
Area of application code
601
Area of application group en
Construction, urban and rural planning
Area of application group fr
Construction, urbanisme et aménagement rural
Area of application en
Structural engineering
Area of application fr
Génie des charpentes
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
Partie
3
Nb partie
3
Application title
Ice abrasion and impact resistance of concrete under arctic conditions
Keyword
NSERC
Application summary
Bridge piers, lighthouses, and oil platforms, especially those in Arctic and subarctic areas, are exposed to harsh*environmental conditions such as ice abrasion and ice impact loading. Ice abrasion occurs when a drifting ice*sheet slides against the surface of the structure with high friction. On the other hand, drifting ice sheets or*icebergs can create considerable dynamic impact loads on offshore structures. These impact loads can be even*more damaging when borne by strong currents. Continuous ice abrasion and/or ice impact loading are*considered one of the most dangerous deterioration of concrete structures. Unfortunately, there are still a*number of unknown factors related to design and material selection of concrete structures exposed to ice*abrasion. Moreover, the information regarding the effect of ice impact loading on concrete structures is limited*in the literature. The main objective of this project is to investigate ice abrasion and impact resistance of*concrete under arctic conditions. The project particularly aims to study the effects of actual Arctic*environmental conditions on concrete in order to develop some novel concrete mixtures with high resistance to*ice abrasion and ice impact loading. The effects of mixture composition, mixture proportions, supplementary*cementing materials, and the inclusion of crumb rubber/fibres on ice abrasion and impact loading will be*clearly presented to help designers/engineers in designing and optimizing concrete mixtures in arctic*conditions. Other considerations such as effects concrete curing and surface finishing techniques on the*abrasion and impact resistance will also be part of this project. The outcome of this project will have a*significant potential to create new technology and subsequent opportunities for next generation of concrete*design guidelines for arctic conditions.