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Faculty of Engineering: Recent submissions

    • Coupling finite elements for modelling fluid flow in fractured porous media 

      Vafajou, B.; Dias-da-Costa, D.; Bitencourt, L.A.G.; Manzoli, O.L.
      Published 2018-01-01
      The presence of discontinuities such as cracks and faults in porous media can remarkably affect the fluid pressure distribution. This is due to considerable contrast between hydraulic properties of porous matrix and ...
      Open Access
      Preprint
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    • Comparison of Reynolds averaging Navier-Stokes (RANS) turbulent models in predicting wind pressure on tall buildings 

      Mohotti, D.; Wijesooriya, K.; Dias-da-Costa, D.
      Published 2019-01-01
      This paper presents a detailed comparison of using Reynolds Averaging Navier-Stokes (RANS) approach in predicting wind pressure on a super-tall 406 m slender tower with circular cross-section. The results obtained from ...
      Open Access
      Article
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    • Crack growth modelling: enriched continuum vs. discrete models 

      Nguyen, V.P.; Nguyen, G.D.; Dias-da-Costa, D.; Shen, L.; Nguyen, C.T.
      Published 2015-01-01
      Failure in quasi-brittle materials usually appears in the form of narrow bands called fracture process zones, where all inelastic deformation takes place, while the surrounding bulk material outside those areas typically ...
      Conference paper
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    • Influence of rebar diameter in concrete cracking studied using a discrete crack approach 

      Dias-da-Costa, D.; Graça-e-Costa, R.
      Published 2017-01-01
      The ability to model fracture propagation is critical to predict the structural response of a concrete member and possible failure mechanisms. Even for structures under normal service loads, good estimations on the overall ...
      Open Access
      Preprint
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    • An embedded strong discontinuity approach based on local degrees of freedom for modelling fracture in concrete structures 

      Carvalho, M.; Dias-da-Costa, D.
      Published 2018-01-01
      In this paper, a new purely local embedded formulation is proposed for the simulation of crack propagation in concrete structures. The degrees of freedom related with the opening of the discontinuities are condensed when ...
      Conference paper
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