Reference number : GC-2017-Q1-02042, amendment number : , agreement type : G, recipient legal name : MacDougall, Colin (Queen’s University), recipient country : CA, recipient province : nan, recipient city : Ontario, recipient postal code : nan, program name english : Discovery Grants Program - Individual, program name french : Programme de subventions à la découverte - individuelles, program purpose english : Given the danger of increasing carbon dioxide levels in the atmosphere, the Canadian government at the Paris COP21 conference committed to transition to a low-carbon economy. Highway bridges are critical pieces of Canada&rsquo;s infrastructure, and the sustainability of these structures, including their carbon footprint, needs to be addressed. As a bio-based material, timber is the only major structural material that is low-carbon.
 
 
The connections currently used for timber can be expensive and limit the use of timber for bridges. One of the most important developments in timber design has been the availability of high-strength, long length (up to 1.5 metres), self-tapping screws (STS). STS can provide simple, cost-effective connections even for large timber elements. However, in order for STS to be safely and effectively used for highway bridges, their performance after experiencing the millions of cycles of loading due to vehicles (called &ldquo;fatigue&rdquo;) must be well understood.
 
 
The proposed research will focus on the high-cycle fatigue performance of timber connections with self-tapping screws. The work will involve both experimental testing and theoretical modeling. The focus will be at both the &ldquo;interface&rdquo; and &ldquo;connection&rdquo; scales. The interface scale work will examine a single screw embedded in timber and understanding how this interface changes with repeated loading. The &ldquo;connection&rdquo; scale work will examine typical connections connecting full-scale timber components and understanding how these connections behave with repeated loads.
 
 
Fatigue testing can take days or even weeks to complete. Thus, a critical part of this work is to develop and validate theoretical models that predict the fatigue performance for a given set of parameters (applied loads, type of screws, type of timber, etc.). These models can then be used by engineers to predict the fatigue performance in a given application, rather than needing expensive testing for every new configuration. The applicant has previously developed fatigue models for steel, concrete, and fibre-reinforced polymer (FRP) structures and components. However, timber (like other low-carbon materials the applicant has researched) is particularly susceptible to moisture and has large variability in properties. Thus, the research will be breaking new ground in adapting previously developed fatigue models to deal with these characteristics.
 
 
The goal of transitioning to a low-carbon economy is possible, but conventional materials used for our built environment continue to be a challenge. Timber is an important low-carbon alternative, but fundamental research is needed now so that its full limits as a material for highway bridges can be explored. The research conducted by the applicant will provide critical guidance for engineers and the eight HQP trained will provide critical expertise in bringing this technology to industry., program purpose french : Given the danger of increasing carbon dioxide levels in the atmosphere, the Canadian government at the Paris COP21 conference committed to transition to a low-carbon economy. Highway bridges are critical pieces of Canada&rsquo;s infrastructure, and the sustainability of these structures, including their carbon footprint, needs to be addressed. As a bio-based material, timber is the only major structural material that is low-carbon.
 
 
The connections currently used for timber can be expensive and limit the use of timber for bridges. One of the most important developments in timber design has been the availability of high-strength, long length (up to 1.5 metres), self-tapping screws (STS). STS can provide simple, cost-effective connections even for large timber elements. However, in order for STS to be safely and effectively used for highway bridges, their performance after experiencing the millions of cycles of loading due to vehicles (called &ldquo;fatigue&rdquo;) must be well understood.
 
 
The proposed research will focus on the high-cycle fatigue performance of timber connections with self-tapping screws. The work will involve both experimental testing and theoretical modeling. The focus will be at both the &ldquo;interface&rdquo; and &ldquo;connection&rdquo; scales. The interface scale work will examine a single screw embedded in timber and understanding how this interface changes with repeated loading. The &ldquo;connection&rdquo; scale work will examine typical connections connecting full-scale timber components and understanding how these connections behave with repeated loads.
 
 
Fatigue testing can take days or even weeks to complete. Thus, a critical part of this work is to develop and validate theoretical models that predict the fatigue performance for a given set of parameters (applied loads, type of screws, type of timber, etc.). These models can then be used by engineers to predict the fatigue performance in a given application, rather than needing expensive testing for every new configuration. The applicant has previously developed fatigue models for steel, concrete, and fibre-reinforced polymer (FRP) structures and components. However, timber (like other low-carbon materials the applicant has researched) is particularly susceptible to moisture and has large variability in properties. Thus, the research will be breaking new ground in adapting previously developed fatigue models to deal with these characteristics.
 
 
The goal of transitioning to a low-carbon economy is possible, but conventional materials used for our built environment continue to be a challenge. Timber is an important low-carbon alternative, but fundamental research is needed now so that its full limits as a material for highway bridges can be explored. The research conducted by the applicant will provide critical guidance for engineers and the eight HQP trained will provide critical expertise in bringing this technology to industry., agreement title english : Durability of Low-Carbon Structures, agreement title french : Durability of Low-Carbon Structures, agreement number : RGPIN, agreement value : 105000.0, agreement start date : 2017-05-10, agreement end date : nan, description english : nan, description french : nan, expected results english : nan, expected results french : nan, additional information english : Grant or Award spanning more than one fiscal year. (2017-2018 to 2022-2023), additional information french : Subvention ou bourse octroyée s'appliquant à plus d'un exercice financier. (2017-2018 à 2022-2023), owner organization : nserc-crsng, owner organization title : Natural Sciences and Engineering Research Council of Canada | Conseil de recherches en sciences naturelles et en génie du Canada