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, that will be analysed computationally using the Level Set Discrete Element Method (LS-DEM). Granular soils exhibit highly anisotropic mechanical behaviour, mainly due to the non-spherical shape
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floating structure. They are installed by allowing a heavy anchor body to drop through a given depth of water above the seabed, and to then penetrate to an embedment level in the seabed, dissipating
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offshore wind sector needs. This begins with an intensive six-month programme at the University of Hull for the new student, drawing on the expertise and facilities of our academic partners. It is
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the Level Set Discrete Element Method (LS-DEM). Granular soils exhibit highly anisotropic mechanical behaviour, mainly due to the non-spherical shape of their grains, with preferred orientations when forming
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heavy anchor body to drop through a given depth of water above the seabed, and to then penetrate to an embedment level in the seabed, dissipating their own kinetic energy. They avoid the need for long
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with an intensive six-month programme at the University of Hull for the new student, drawing on the expertise and facilities of our academic partners. It is supplemented by Continuing Professional
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This position will focus on the structural health monitoring of marine structures, including vessel hulls and floating offshore wind turbines (FOWTs) using the inverse Finite Element Method (iFEM
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monitoring of marine structures, including vessel hulls and floating offshore wind turbines (FOWTs) using the inverse Finite Element Method (iFEM). For this project, the candidate will start by developing
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of marine structures, including vessel hulls and floating offshore wind turbines (FOWTs) using the inverse Finite Element Method (iFEM). For this project, the candidate will start by developing an iFEM code
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will be working with bubble dynamics beneath the hull of ships, a well known method for reducing ship friction. This implies numerical simulations where two-phase flows need to be taken into account. We