Ignacio Romero’s research while affiliated with Universidad Politécnica de Madrid and other places

What is this page?


This page lists works of an author who doesn't have a ResearchGate profile or hasn't added the works to their profile yet. It is automatically generated from public (personal) data to further our legitimate goal of comprehensive and accurate scientific recordkeeping. If you are this author and want this page removed, please let us know.

Publications (4)


A stable X-FEM in cohesive transition from closed to open crack: stable cohesive X-FEM
  • Article

November 2014

·

54 Reads

·

14 Citations

International Journal for Numerical Methods in Engineering

Sergio Sadaba

·

Ignacio Romero

·

·

Javier Llorca

Ignoring crack tip effects, the stability of the X-FEM discretizations is trivial for open cracks but remains a challenge if we constrain the crack to be closed (i.e., the bi-material problem). Here, we develop a formulation for general cohesive interactions between crack faces within the X-FEM framework. The stability of the new formulation is demonstrated for any cohesive crack stiffness (including the closed crack) and illustrated for a nonlinear cohesive softening law. A benchmark of the new model is carried out with simpler approaches for a closed crack (i.e., Lagrange multipliers) and for a cohesive crack (i.e., penalty approach). Due to the analogies between stable cohesive X-FEM and Nitsche's methods, the new method simplifies the implementation and is attractive in dynamic explicit codes. Copyright © 2014 John Wiley & Sons, Ltd.


Figure 1. Problem decomposition. The problem in the center is posed on an infinite domain with the dislocations in it. The problem on the right is on the original domain , but the imposed tractions and displacement boundary conditions are corrected. The three problems in the figure will be denoted problems P, ˜ P andˆPandˆ andˆP, respectively.
Figure 2. (a) Square domain with a sharp crack whose thickness is 2b. The dashed line represents a slip plane with a dislocation dipole. (b) Total displacement field around the crack tip once the dislocations have left the domain computed by placing one dislocation within the crack and the other far away from the domain. (c) Exact solution for the total displacement field around the crack tip when both dislocations have left the domain. (d) Approximate (-) and exact (-) displacements fields in the cracked square domain around the slip plane which is located at y = 0 for the solutions shown in (b) and (c), respectively.
Figure 3. Problem decomposition. The complete problem with discontinuities reaching the crystal boundaries is approximated by the sum of three simpler problems. The four problems will be referred to, from left to right, as Q, ˜ Q, ˇ Q andˆQandˆ andˆQ.
Figure 4. Regions in which the effect of the displacement discontinuities is localized. Three discontinuities are depicted.
Figure 5. A finite element mesh of the crystal in figure 3. The set is identified.

+9

Dislocation dynamics in non-convex domains using finite elements with embedded discontinuities
  • Article
  • Full-text available

March 2008

·

185 Reads

·

12 Citations

The standard strategy developed by Van der Giessen and Needleman (1995 Modelling Simul. Mater. Sci. Eng. 3 689) to simulate dislocation dynamics in two-dimensional finite domains was modified to account for the effect of dislocations leaving the crystal through a free surface in the case of arbitrary non-convex domains. The new approach incorporates the displacement jumps across the slip segments of the dislocations that have exited the crystal within the finite element analysis carried out to compute the image stresses on the dislocations due to the finite boundaries. This is done in a simple computationally efficient way by embedding the discontinuities in the finite element solution, a strategy often used in the numerical simulation of crack propagation in solids. Two academic examples are presented to validate and demonstrate the extended model and its implementation within a finite element program is detailed in the appendix.

Download

Computational issues in the simulation of two-dimensional discrete dislocation mechanics

July 2007

·

348 Reads

·

18 Citations

The effect of the integration time step and the introduction of a cut-off velocity for the dislocation motion was analysed in discrete dislocation dynamics (DD) simulations of a single crystal microbeam. Two loading modes, bending and uniaxial tension, were examined. It was found that a longer integration time step led to a progressive increment of the oscillations in the numerical solution, which would eventually diverge. This problem could be corrected in the simulations carried out in bending by introducing a cut-off velocity for the dislocation motion. This strategy (long integration times and a cut-off velocity for the dislocation motion) did not recover, however, the solution computed with very short time steps in uniaxial tension: the dislocation density was overestimated and the dislocation patterns modified. The different response to the same numerical algorithm was explained in terms of the nature of the dislocations generated in each case: geometrically necessary in bending and statistically stored in tension. The evolution of the dislocation density in the former was controlled by the plastic curvature of the beam and was independent of the details of the simulations. On the contrary, the steady-state dislocation density in tension was determined by the balance between nucleation of dislocations and those which are annihilated or which exit the beam. Changes in the DD imposed by the cut-off velocity altered this equilibrium and the solution. These results point to the need for detailed analyses of the accuracy and stability of the dislocation dynamic simulations to ensure that the results obtained are not fundamentally affected by the numerical strategies used to solve this complex problem.


UN MODELO NUMÉRICO PARA ANALIZAR LOS MICROMECANISMOS DE DEFORMACIÓN DE FIELTROS DE POLIETILENO

3 Reads

A model was developed to simulate the mechanical behavior of non-woven felts. The material was represented as a bidimensional network of straight fibres of finite length. The intersections between fibres formed the nodes of the model. Adjacent nodes were connected through bars that transferred load in the fibre direction. Spring elements were also added to penalize the variation of the angle between neighbour fibres. The model was applied to study the deformation mechanism of a non-woven felt made up of polyethylene fibres deformed in tension. The simulation results showed that the initial fibre orientation with respect to the load axis and their reorientation during deformation played a crucial role in the mechanical behaviour of these materials. 1. INTRODUCCIÓN

Citations (3)


... Square plate with horizontal interface316 We first consider a square plate with one horizontal interface at mid-height in the 317 constant strain patch test[18,63]. The square plate has the side length L = 1.0 mm. ...

Reference:

A modified phase-field model for cohesive interface failure in quasi-brittle solids
A stable X-FEM in cohesive transition from closed to open crack: stable cohesive X-FEM
  • Citing Article
  • November 2014

International Journal for Numerical Methods in Engineering

... In our model, the only stage considered is when the loop has filled all the pillar cross section. The displacement jump due to a full plane slip has been considered in the past using a strong discontinuity approach in the context of finite elements and discrete dislocation dynamics (Romero et al., 2008) . However, introducing this discontinuity in other numerical frameworks as FFT imply smoothing out the jump to make the model numerically tractable. ...

Dislocation dynamics in non-convex domains using finite elements with embedded discontinuities

... This setting is consistent with that used in . The dislocation gliding away from free surfaces is similar to the cases discussed above, that is, a dislocation is deleted from the model and a permanent displacement is set along the slip plane (Segurado et al., 2007). ...

Computational issues in the simulation of two-dimensional discrete dislocation mechanics