José A. González
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
José A. González has a total of 47 co-authors. Here are the top co-authors by number of shared publications:
- Kwang-Choon Park
Ann and H. J. Smead Aerospace Engineering Sciences University of Colorado Boulder Colorado USA
13 shared publications - Radek Kolman
Institute of Thermomechanics The Czech Academy of Sciences Prague Czech Republic
6 shared publications - Jin-Gyun Kim
Department of Mechanical Engineering (Integrated Engineering), Kyung Hee University, Yongin-si, Republic of Korea
5 shared publications K.C. Park
3 shared publications- Radim Dvořák
Faculty of Transportation Sciences, Czech Technical University in Prague, Prague, Czechia
3 shared publications - SangJoon Shin
Seoul National University
3 shared publications
Latest Publications
- Open Access
- 30 October 2026
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 464
Localized Lagrange multipliers with weak enforcement of constraints and Mortar method equivalence
- 30 October 2026
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 464
Open AccessLocalized Lagrange multipliers with weak enforcement of constraints and Mortar method equivalence
- Open Access
- 24 July 2026
- Published by Elsevier in Computers & Structures
- Vol. 330
Primal and dual localized AFETI methods for the partitioned solution of heterogeneous structural systems
- 24 July 2026
- Published by Elsevier in Computers & Structures
- Vol. 330
Open AccessPrimal and dual localized AFETI methods for the partitioned solution of heterogeneous structural systems
- Open Access
- 5 December 2025
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 450
Solving FEM models without assembly: Its promise and challenge
- 5 December 2025
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 450
Open AccessSolving FEM models without assembly: Its promise and challenge
- 24 September 2025
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 126 (18)
A Stabilized Bipenalty Formulation Using a Predictor‐Corrector Scheme for Explicit Contact‐Impact Analysis
This work presents a novel stabilized bipenalty formulation for explicit contact‐impact analysis, aiming to enhance traditional bipenalty methods and resolve issues associated with a large mass penalty parameter. To address this challenge, two key contributions are introduced. First, a new formulation integrates the bipenalty method with a predictor‐corrector scheme, enabling a more accurate penetration estimation by dividing the computational process into prediction and correction phases. This separation ensures that the mass penalty affects only the contact forces, thereby eliminating undesirable mass effects on internal forces when a large mass penalty parameter is used. Second, new criteria tailored to the predictor‐corrector scheme are proposed for two types of contact problems: the flexible‐rigid case and the flexible‐flexible case. Unlike traditional bipenalty methods, which rely on stability conditions for explicit time integrators, the proposed criteria focus on enforcing the kinematic constraints. As a result, any predicted penetration is eliminated during the correction phase, leading to zero penalty energy. Stability analysis confirms that the computation of the gap within the correction phase maintains stability. Contact impact examples are performed in 1D, 2D, and 3D and demonstrate that the proposed method provides improved stability and superior performance compared to the penalty and traditional bipenalty methods for various contact scenarios, including extremely large penalty parameter cases.
- 24 September 2025
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 126 (18)
A Stabilized Bipenalty Formulation Using a Predictor‐Corrector Scheme for Explicit Contact‐Impact Analysis
This work presents a novel stabilized bipenalty formulation for explicit contact‐impact analysis, aiming to enhance traditional bipenalty methods and resolve issues associated with a large mass penalty parameter. To address this challenge, two key contributions are introduced. First, a new formulation integrates the bipenalty method with a predictor‐corrector scheme, enabling a more accurate penetration estimation by dividing the computational process into prediction and correction phases. This separation ensures that the mass penalty affects only the contact forces, thereby eliminating undesirable mass effects on internal forces when a large mass penalty parameter is used. Second, new criteria tailored to the predictor‐corrector scheme are proposed for two types of contact problems: the flexible‐rigid case and the flexible‐flexible case. Unlike traditional bipenalty methods, which rely on stability conditions for explicit time integrators, the proposed criteria focus on enforcing the kinematic constraints. As a result, any predicted penetration is eliminated during the correction phase, leading to zero penalty energy. Stability analysis confirms that the computation of the gap within the correction phase maintains stability. Contact impact examples are performed in 1D, 2D, and 3D and demonstrate that the proposed method provides improved stability and superior performance compared to the penalty and traditional bipenalty methods for various contact scenarios, including extremely large penalty parameter cases.
- Open Access
- 15 July 2025
- Published by Elsevier in Mathematics and Computers in Simulation
- Vol. 240, 66-81
A high-order accurate Green-Taylor element method for the numerical solution of Helmholtz’s equation with variable wavenumber
- 15 July 2025
- Published by Elsevier in Mathematics and Computers in Simulation
- Vol. 240, 66-81
Open AccessA high-order accurate Green-Taylor element method for the numerical solution of Helmholtz’s equation with variable wavenumber
- Open Access
- 22 November 2024
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 126 (1)
A General Bipenalty Formulation for Explicit Contact‐Impact Analysis With a Parameter Selection Criterion
A general bipenalty formulation with a parameter selection criterion is proposed for explicit contact‐impact finite element analysis. In order to model the contact phenomenon using penalties, it is necessary to introduce an artificial contact stiffness that can increase the maximum natural frequency of the system. When a large stiffness penalty parameter is used, the stability condition forces to reduce the time step size, increasing at the same time the computational demands. A solution to avoid the small time step size requirement and possible instabilities is to include a mass penalty in addition to the stiffness penalty term, using a technique known as the bipenalty method. However, this method presents some other challenges, mainly related to the parameter selection criterion and its final accuracy. In this work, two important improvements for the bipenalty method are presented. (i) An element‐type and dimension‐independent criterion for the selection of penalty mass and stiffness parameters. (ii) A modified predictor‐corrector scheme, specifically designed for the bipenalty method, that improves the accuracy of contact‐impact problems. Different 1D, 2D, and 3D contact‐impact examples are used to illustrate the stability, applicability to general contact cases, and reduction of the zigzag effect and spurious oscillations exhibited by the proposed methods.
- 22 November 2024
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 126 (1)
Open AccessA General Bipenalty Formulation for Explicit Contact‐Impact Analysis With a Parameter Selection Criterion
A general bipenalty formulation with a parameter selection criterion is proposed for explicit contact‐impact finite element analysis. In order to model the contact phenomenon using penalties, it is necessary to introduce an artificial contact stiffness that can increase the maximum natural frequency of the system. When a large stiffness penalty parameter is used, the stability condition forces to reduce the time step size, increasing at the same time the computational demands. A solution to avoid the small time step size requirement and possible instabilities is to include a mass penalty in addition to the stiffness penalty term, using a technique known as the bipenalty method. However, this method presents some other challenges, mainly related to the parameter selection criterion and its final accuracy. In this work, two important improvements for the bipenalty method are presented. (i) An element‐type and dimension‐independent criterion for the selection of penalty mass and stiffness parameters. (ii) A modified predictor‐corrector scheme, specifically designed for the bipenalty method, that improves the accuracy of contact‐impact problems. Different 1D, 2D, and 3D contact‐impact examples are used to illustrate the stability, applicability to general contact cases, and reduction of the zigzag effect and spurious oscillations exhibited by the proposed methods.
- Open Access
- 5 August 2024
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 431
A domain decomposition method employing displacement-only partitioned equations for quasi-static structural analysis
- 5 August 2024
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 431
Open AccessA domain decomposition method employing displacement-only partitioned equations for quasi-static structural analysis
- 2 July 2024
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 429
A partitioned flexibility (PartFlex) method for structural analysis
- 2 July 2024
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 429
A partitioned flexibility (PartFlex) method for structural analysis
- 15 February 2024
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 125 (11)
Higher‐order inverse mass matrices for the explicit transient analysis of heterogeneous solids
New methods are presented for the direct computation of higher‐order inverse mass matrices (also called reciprocal mass matrices) that are used for explicit transient finite element analysis. The motivation of this work lies in the need of having appropriate sparse inverse mass matrices, which present the same structure as the consistent mass matrix, preserve the total mass, predict suitable frequency spectrum and dictate sufficiently large critical time step sizes. For an efficient evaluation of the reciprocal mass matrix, the projection matrix should be diagonal. This condition can be satisfied by adopting dual shape functions for the momentum field, generated from the same shape functions used for the displacement field. A theoretically consistent derivation of the inverse mass matrix is based on the three‐field Hamilton principle and requires the projection matrix to be evaluated from the integral of these shape functions. Unfortunately, for higher‐order FE shape functions and serendipity FE elements, the projection matrix is not positive definitive and can not be employed. Therefore, we study several lumping procedures for higher order reciprocal mass matrices considering their effect on total‐mass preserving, frequency spectra and accuracy in explicit transient simulations. The article closes with several numerical examples showing suitability of the direct inverse mass matrix in dynamics.
- 15 February 2024
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 125 (11)
Higher‐order inverse mass matrices for the explicit transient analysis of heterogeneous solids
New methods are presented for the direct computation of higher‐order inverse mass matrices (also called reciprocal mass matrices) that are used for explicit transient finite element analysis. The motivation of this work lies in the need of having appropriate sparse inverse mass matrices, which present the same structure as the consistent mass matrix, preserve the total mass, predict suitable frequency spectrum and dictate sufficiently large critical time step sizes. For an efficient evaluation of the reciprocal mass matrix, the projection matrix should be diagonal. This condition can be satisfied by adopting dual shape functions for the momentum field, generated from the same shape functions used for the displacement field. A theoretically consistent derivation of the inverse mass matrix is based on the three‐field Hamilton principle and requires the projection matrix to be evaluated from the integral of these shape functions. Unfortunately, for higher‐order FE shape functions and serendipity FE elements, the projection matrix is not positive definitive and can not be employed. Therefore, we study several lumping procedures for higher order reciprocal mass matrices considering their effect on total‐mass preserving, frequency spectra and accuracy in explicit transient simulations. The article closes with several numerical examples showing suitability of the direct inverse mass matrix in dynamics.