A lattice approach to model flow in cracked concrete

By P. Grassl. 2008

137 citations recorded by the source corpus.

This paper presents a lattice approach to model the influence of cracking on inviscid flow in concrete. A mechanical lattice model based on a damage–plasticity constitutive model was combined with a new dual lattice of conduit elements for flow analysis. The diffusivity of the conduit elements depends on the crack-opening obtained from the mechanical lattice. The coupled lattice model was applied to several benchmark tests for aligned and random lattices. The results for mechanical loading and flow analysis obtained with the new approach were shown to be independent of the size of lattice elements used.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/0c43210bf821cce7b1763190dff133934dedf114

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In Civil and Structural Engineering

  1. Emir Karavelic
  2. M. Nikolić
  3. P. Miščević
  4. Adnan Ibrahimbegovic

In Mechanics of Materials

  1. Emir Karavelic
  2. M. Nikolić
  3. P. Miščević
  4. Adnan Ibrahimbegovic
  5. Julien Yvonnet
  6. Qi-Chang He

Citations in the corpus