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Featured researches published by Orlando Soto.


54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference | 2013

Inter-Element Stabilization for Linear Large-Deformation Elements to Solve Coupled CFD/CSD Blast and Impact problems

Orlando Soto; Joseph D. Baum; Rainald Lohner

In this work a stabilized large deformation element suitable for real coupled fluid/solid simulations is presented. The element uses a mixed interpolation (Q1/P0): Standard continuous tri-linear finite element (FE) functions for the kinematic variables (displacements, velocities and accelerations), and a constant pressure per element (piecewise discontinuous pressures). It is well known that this type of element may show spurious pressure modes (chessboard mode) when is used to approximate incompressible fields (i.e. plastic flow, incompressible fluids, etc,). The mathematical explanation for such a behavior is the element inability of fulfilling the BB condition (the element is not div-stable). However, in Codina et al., the P1/P0 element is stabilized by means of a variational multiscale method (VMS), and it is used to solve the Stokes problem (incompressible flow equations at very low Reynolds number). Following the ideas of the cited reference, the authors of this work added to the standard large-deformation Lagrangian FE (Galerkin) formulation, a stabilization contribution which is only evaluated over the inter-element boundaries. Such a term enforces in a weak manner the pressure continuity and, in that way, it adds control over the inter-element pressure jumps (in general this procedure may be used to stabilize elements with discontinuous pressures). The method is clearly consistent: At the continuous level the pressures are continuous and the new term enforces such continuity at the discrete level. The stabilized IEOSS-Q1/P0 solid element (Inter-Element Orthogonal Subgrid-Scale Stabilized Q1/P0 element) was embedded into an efficient FE scheme to deal with large deformation problems. Others main ingredients of the formulation are: Some phenomenological material models (concrete, steel, sand, rock, etc,) to deal with damage and fracture of structures, a general contact algorithm which uses bin technology to perform the nodeface searching operations in a very efficient manner, and a cracking procedure to deal with the topology changes due to crack propagation and fragment formation. All the schemes, contact included, have been fully parallelized and coupled using a loose-embedded procedure with the well-established CFD (computational fluid dynamics) code FEFLO. Several real 3D coupled CFD/CSD cases, two of them with experimental comparison, are presented to validate the scheme.


Parallel Computational Fluid Dynamics 2005#R##N#Theory and Applications | 2006

Moore's Law, the Life Cycle of Scientific Computing Codes and the Diminishing Importance of Parallel Computing

Rainald Löhner; Chi Yang; Juan R. Cebral; Fernando F. Camelli; Fumiya Togashi; Joseph D. Baum; Hong Luo; Eric L. Mestreau; Orlando Soto

Publisher Summary The chapter describes the typical life cycle of scientific computing codes. Particular relevance is placed on the number of users, their concerns, the machines on which the codes operate as they mature, as well as the relative importance of parallel computing. It is seen that parallel computing achieves the highest importance in the early phases of code development, acting as an enabling technology without which new scientific codes could not develop. Given the typical times, new applications tend to run at their inception, Moores law itself is perhaps the biggest incentive for new scientific computing codes. Without it, computing time would not decrease in the future and the range of applications would soon be exhausted. One of the most remarkable constants in the rapidly changing world is the rate of growth for the number of transistors that are packaged onto a square inch. This rate, commonly known as Moores law, is approximately a factor of 2 every 18 months that translates into a factor of 10 every 5 years.


Computer Methods in Applied Mechanics and Engineering | 2008

Adaptive embedded and immersed unstructured grid techniques

Rainald Löhner; Juan R. Cebral; Fernando Camelli; Sunil Appanaboyina; Joseph D. Baum; Eric L. Mestreau; Orlando Soto


Archive | 2006

Extending the Range and Applicability of the Loose Coupling Approach for FSI Simulations

Rainald Löhner; Juan R. Cebral; Chi Yang; Joseph D. Baum; Eric L. Mestreau; Orlando Soto


Computer Methods in Applied Mechanics and Engineering | 2006

Improving the speed and accuracy of projection-type incompressible flow solvers

Rainald Löhner; Chi Yang; Juan R. Cebral; Fernando Camelli; Orlando Soto; Jacob Waltz


Archives of Computational Methods in Engineering | 2007

Adaptive Embedded/Immersed Unstructured Grid Techniques

Rainald Löhner; Juan R. Cebral; Fernando F. Camelli; Joseph D. Baum; Eric L. Mestreau; Orlando Soto


Engineering Fracture Mechanics | 2010

An efficient fluid–solid coupled finite element scheme for weapon fragmentation simulations

Orlando Soto; Joseph D. Baum; Rainald Löhner


42nd AIAA Aerospace Sciences Meeting and Exhibit | 2004

On the Boundary Computation of Flow Sensitivities

Orlando Soto; Rainald Löhner


Computational particle mechanics | 2014

On mesh-particle techniques

Rainald Löhner; Fernando Camelli; Joseph D. Baum; Fumiya Togashi; Orlando Soto


55th AIAA Aerospace Sciences Meeting | 2017

Recent Advances in Scaling Up Complex Fluid-Structure Interaction Simulations

Rainald Lohner; Fernando Mut; Fernando F. Camelli; Joseph D. Baum; Orlando Soto; Fumiya Togashi; Laura Carrington

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Joseph D. Baum

Science Applications International Corporation

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Eric L. Mestreau

Science Applications International Corporation

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Chi Yang

George Mason University

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Ali Amini

Defense Threat Reduction Agency

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