2022
DOI: 10.1016/j.engstruct.2021.113510
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Combination of the finite element method and particle-based methods for predicting the failure of reinforced concrete structures under extreme water forces

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Cited by 24 publications
(20 citation statements)
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“…The aforementioned specifications generate a solitary wave of 0.6m amplitude and 65m wavelength. The wave generation, propagation and breaking were analyzed using the PFEM approach reported by Oñate et al [66]. Given the properties of such a solitary wave, it can be simulated using the Boussinesq approximation and thus reducing drastically the computational demand.…”
Section: Physical Considerationsmentioning
confidence: 99%
“…The aforementioned specifications generate a solitary wave of 0.6m amplitude and 65m wavelength. The wave generation, propagation and breaking were analyzed using the PFEM approach reported by Oñate et al [66]. Given the properties of such a solitary wave, it can be simulated using the Boussinesq approximation and thus reducing drastically the computational demand.…”
Section: Physical Considerationsmentioning
confidence: 99%
“…Recent studies extend the finite element method by proposing a new finite element formulation with embedded strong discontinuity [ 51 ] or by coupling the finite element method (FEM) with the discrete element method (DEM) [ 52 ]. These research works provide intuitive decoupling of two different phenomena: damage accumulation in the initially undamaged materials and initiation and propagation of the macroscopic cracks.…”
Section: Introductionmentioning
confidence: 99%
“…The frictional contact properties of the interacting discrete particles (for the DEM) are defined at the micro-scale, while the material properties for the FEM generally reflect experimental data obtained at the macroscopic scale. The multi-scale approach involves an identification procedure [ 52 ] that generally complicates the overall implementation.…”
Section: Introductionmentioning
confidence: 99%
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“…Thus, the employed algorithm can also predict the crack pattern at the structural element failure. In recent publications reporting advanced FEM simulations, damage mechanics has been applied as part of a complex numerical analysis [18,19]. At the same time, implementation of damage mechanics in research works focused on BFRP-reinforced concrete is not very frequent.…”
Section: Introductionmentioning
confidence: 99%