Nicolás A. Labanda

ORCID: 0000-0003-2719-1444
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About
Contact & Profiles
Research Areas
  • Numerical methods in engineering
  • Rock Mechanics and Modeling
  • Composite Material Mechanics
  • Tailings Management and Properties
  • Geotechnical Engineering and Underground Structures
  • Advanced Numerical Methods in Computational Mathematics
  • Dam Engineering and Safety
  • Grouting, Rheology, and Soil Mechanics
  • Advanced Battery Materials and Technologies
  • Advanced Mathematical Modeling in Engineering
  • Advancements in Battery Materials
  • Geotechnical and Geomechanical Engineering
  • Numerical methods for differential equations
  • Structural Response to Dynamic Loads
  • Geotechnical Engineering and Soil Stabilization
  • Mechanical Behavior of Composites
  • Nonlinear Dynamics and Pattern Formation
  • Geotechnical Engineering and Analysis
  • Computational Fluid Dynamics and Aerodynamics
  • Concrete Properties and Behavior
  • Geotechnical Engineering and Soil Mechanics
  • Landslides and related hazards
  • Advanced Battery Technologies Research
  • Cellular Automata and Applications
  • Numerical methods in inverse problems

Curtin University
2021-2023

National University of Tucumán
2008-2021

University of Buenos Aires
2018-2021

Consejo Nacional de Investigaciones Científicas y Técnicas
2013-2018

Numerical simulation is usually used for predicting the response of concrete and fiber reinforced structures to blast or impact loads. Depending on both charge weight standoff distance, loads can cause fracture spalling concrete. In order numerically reproduce these effects, an erosion model be remove from calculation elements that have reached certain criteria. This represents a numerical tool avoid great distortion Lagrange meshes. For this reason, its application physical phenomenon...

10.1260/2041-4196.4.3.315 article EN International Journal of Protective Structures 2013-09-01

A cohesive zone model implemented in an augmented Lagrangian functional is used for simulation of meso-scale fracture problems this paper. The method originally developed by Lorentz first presented a rigorous variational framework. equivalence between the stationary point one-field problem and saddle mixed formulation proved solving double inequality functional. An adaptation to simulate phenomena via mesh modification also as algorithm insert zero-thickness interface elements based on...

10.1177/1056789516671092 article EN International Journal of Damage Mechanics 2016-10-16

10.1016/j.cma.2022.114675 article EN Computer Methods in Applied Mechanics and Engineering 2022-02-11

Compaction bands play a key role in the deformation processes of porous rocks and explain different aspects physical geological formations. The state-of-the-art description localized strains that lead to compaction banding has limitations from mechanical point view. Thus, we describe phenomenon using consistent axiomatic formulation. We build viscoplastic model minimal assumptions; base our on six principles study band strain localization triggered by viscous effects. analyze stress states...

10.1016/j.gete.2024.100564 article EN cc-by Geomechanics for Energy and the Environment 2024-05-11

10.1016/j.ijnonlinmec.2018.01.009 article EN International Journal of Non-Linear Mechanics 2018-03-08

Compaction bands play a key role in the deformation processes of porous rocks and explain different aspects physical geological formations. The state-of-the-art description localized strains that lead to compaction banding has limitations from mechanical point view. Thus, we describe phenomenon using consistent axiomatic formulation. We build viscoplastic model minimal assumptions; base our on six principles study band localization triggered by viscous effects. analyze stress states...

10.48550/arxiv.2202.03849 preprint EN other-oa arXiv (Cornell University) 2022-01-01

A family of constitutive models for mine cemented backfill is presented. Four formulas the density- and pressure-dependency elastic moduli, five friction angle four age-dependency moduli effective cohesion are incorporated into an isotropic hypoelasticity with Mohr-Coulomb perfect plasticity framework implemented in PLAXIS as a user-defined material model. This includes standard Mohr-Coulomb, Bolton, Leps, Barton Hoek- Brown trivial cases when both nonlinear elasticity switched off. In this...

10.48550/arxiv.2010.03129 preprint EN other-oa arXiv (Cornell University) 2020-01-01

Recent failures of upstream-raised tailings storage facilities (TSF) raised con-cerns on the future use these dams. While being cost-effective, they entail higher risks than conventional dams, as stability largely relies strength tailings, which are loose and normally-consolidated materials that may exhibit strain-softening during un-drained loading. Current design practice involves limit equilibrium analyses adopting a fully-softened shear strength; while conservative, this neglects work...

10.48550/arxiv.2010.03128 preprint EN other-oa arXiv (Cornell University) 2020-01-01

We describe a phase-field model for the electrodeposition process that forms dendrites within metal-anode batteries. derive free energy functional model, arriving at system of partial differential equations evolution phase field, lithium-ion concentration, and an electric potential. formulate, discretize, solve set describing coupled electrochemical interactions during battery charge cycle using open-source finite element library. The library allows us to use parallel solvers time-marching...

10.48550/arxiv.2204.06696 preprint EN other-oa arXiv (Cornell University) 2022-01-01
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