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Thesis Defence: Computational modelling of a category 5 hurricane loading event on a complex biocomposite canopy structure: An integrated computational fluid dynamics finite element method (CFD-FEM) case study

January 17 at 9:00 am - 1:00 pm

Andrew Mills, supervised by Dr. Joshua Brinkerhoff, will defend their thesis titled “Computational modelling of a category 5 hurricane loading event on a complex biocomposite canopy structure: An integrated computational fluid dynamics finite element method (CFD-FEM) case study” in partial fulfillment of the requirements for the degree of Master of Applied Science in Mechanical Engineering.

An abstract for Andrew Mills’ thesis is included below.

Defences are open to all members of the campus community as well as the general public. Registration is not required for in person defences.


ABSTRACT

Often when hurricanes make landfall, they destroy civil and electrical infrastructure, leaving communities without critical resources for lengthy periods of time. As climate change causes hurricanes to increase in frequency and intensity, development in coastal areas must consider hurricane resilience. This research has determined the resilience and robustness of an architecturally unique and geometrically complex structure designed for electrical and civil infrastructural applications when subjected to category 5 (CAT 5) hurricane conditions. A history of hurricanes impacting The Bahamas and how their characteristics can be modeled is briefly reviewed. Computational fluid dynamics (CFD) is used to characterize the loads (shear stress and pressure loading) induced by a CAT 5 hurricane on the structure. The CFD software used in this research is OpenFOAM. The mean wind direction of the hurricane relative to the structure which causes the most severe loading was tested and determined. Both steady and unsteady CFD methods were used to identify the magnitude of loading. Both wind and storm surge loading conditions are considered in the analysis. The wind conditions were modelled using the upper limit of possible CAT 5 wind profiles. The storm surge conditions were modelled after the infamous storm surge profile caused by the 2019 tropical cyclone, Hurricane Dorian, as it passed over The Bahamas. The structural response of the structure under the identified loads are evaluated via an uncoupled finite element analysis (FEA) approach. The FEA solver Abaqus was applied to test the complex structure’s robustness and resilience to severe hurricane loading. The material considered in the FEA model was a proprietary composite material specifically designed for this application. The work presented will show that it is possible to design geometrically complex structures using emerging biocomposite materials and accurately model them using computer aided engineering (CAE) to ensure their resiliency to natural disasters. The findings suggest that the modeled structure is robust under CAT 5 hurricane wind loading.

Details

Date:
January 17
Time:
9:00 am - 1:00 pm

Venue

Engineering, Management, and Education Building (EME)
1137 Alumni Ave
Kelowna, BC V1V 1V7 Canada
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Additional Info

Room Number
EME 4218
Registration/RSVP Required
No
Event Type
Thesis Defence
Topic
Research and Innovation, Science, Technology and Engineering
Audiences
Alumni, Community, Faculty, Staff, Families, Partners and Industry, Students, Postdoctoral Fellows and Research Associates