Mohamed Elhaddad
Technische Universität München
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Publication
Featured researches published by Mohamed Elhaddad.
Advances in Engineering Software | 2014
Nils Zander; Tino Bog; Mohamed Elhaddad; R. Espinoza; Haoyue Hu; A. Joly; C. Wu; P. Zerbe; Alexander Düster; S. Kollmannsberger; J. Parvizian; Martin Ruess; Dominik Schillinger; E. Rank
The recently introduced Finite Cell Method combines the fictitious domain idea with the benefits of high-order finite elements. Although previous publications demonstrated the method’s excellent applicability in various contexts, the implementation of a three-dimensional Finite Cell code is challenging. To lower the entry barrier, this work introduces the object-oriented MATLAB toolbox FCMLab allowing for an easy start into this research field and for rapid prototyping of new algorithmic ideas. The paper reviews the essentials of the methods applied and explains in detail the class structure of the framework. Furthermore, the usage of the toolbox is discussed by means of different two- and three-dimensional examples demonstrating all important features of FCMLab (http://fcmlab.cie.bgu.tum.de/).
International Journal of Structural Stability and Dynamics | 2015
Mohamed Elhaddad; Nils Zander; S. Kollmannsberger; Ali Shadavakhsh; Vera Nübel; E. Rank
In this contribution, the finite cell method (FCM) is applied to solve transient problems of linear elastodynamics. The mathematical formulation of FCM for linear elastodynamics is presented, following from the weak formulation of the initial/boundary-value problem. Semi-discrete time integration schemes are briefly discussed, and the choice of implicit time integration is justified. A 1D benchmark problem is solved using FCM, illustrating the methods ability to solve problems of linear elastodynamics obtaining high rates of convergence. Furthermore, a numerical example of transient analysis from an industrial application is solved using FCM. The numerical results are compared to the results obtained using state-of-the-art commercial software, employing linear finite elements, in conjunction with explicit time integration. The results illustrate the potential of FCM as a powerful tool for transient analysis in elastodynamics, offering a high degree of accuracy at a moderate computational effort.
International Journal for Numerical Methods in Biomedical Engineering | 2018
Mohamed Elhaddad; Nils Zander; Tino Bog; László Kudela; S. Kollmannsberger; Jan S. Kirschke; Thomas Baum; Martin Ruess; E. Rank
This work presents a numerical discretization technique for solving 3-dimensional material interface problems involving complex geometry without conforming mesh generation. The finite cell method (FCM), which is a high-order fictitious domain approach, is used for the numerical approximation of the solution without a boundary-conforming mesh. Weak discontinuities at material interfaces are resolved by using separate FCM meshes for each material sub-domain and weakly enforcing the interface conditions between the different meshes. Additionally, a recently developed hierarchical hp-refinement scheme is used to locally refine the FCM meshes to resolve singularities and local solution features at the interfaces. Thereby, higher convergence rates are achievable for nonsmooth problems. A series of numerical experiments with 2- and 3-dimensional benchmark problems is presented, showing that the proposed hp-refinement scheme in conjunction with the weak enforcement of the interface conditions leads to a significant improvement of the convergence rates, even in the presence of singularities. Finally, the proposed technique is applied to simulate a vertebra-implant model. The application showcases the methods potential as an accurate simulation tool for biomechanical problems involving complex geometry, and it demonstrates its flexibility in dealing with different types of geometric description.
Computers & Mathematics With Applications | 2017
J. Jomo; Nils Zander; Mohamed Elhaddad; Ali zcan; S. Kollmannsberger; Ralf-Peter Mundani; E. Rank
The multi-level hp-refinement scheme is a powerful extension of the finite element method that allows local mesh adaptation without the trouble of constraining hanging nodes. This is achieved through hierarchical high-order overlay meshes, a hp-scheme based on spatial refinement by superposition. An efficient parallelization of this method using standard domain decomposition approaches in combination with ghost elements faces the challenge of a large basis function support resulting from the overlay structure and is in many cases not feasible. In this contribution, a parallelization strategy for the multi-level hp-scheme is presented that is adapted to the schemes simple hierarchical structure. By distributing the computational domain among processes on the granularity of the active leaf elements and utilizing shared mesh data structures, good parallel performance is achieved, as redundant computations on ghost elements are avoided. We show the schemes parallel scalability for problems with a few hundred elements per process. Furthermore, the scheme is used in conjunction with the finite cell method to perform numerical simulations on domains of complex shape.
Computer Methods in Applied Mechanics and Engineering | 2016
Nils Zander; Tino Bog; Mohamed Elhaddad; Felix Frischmann; S. Kollmannsberger; E. Rank
arXiv: Numerical Analysis | 2018
J. Jomo; Frits de Prenter; Mohamed Elhaddad; Davide D'Angella; Cv Clemens Verhoosel; S. Kollmannsberger; Jan S. Kirschke; Vera Nübel; Harald van Brummelen; E. Rank
arXiv: Computational Engineering, Finance, and Science | 2018
Sindhu Nagaraja; Mohamed Elhaddad; Marreddy Ambati; S. Kollmannsberger; Laura De Lorenzis; E. Rank
6th European Conference on Computational Mechanics | 2018
F. de Prenter; J. Jomo; Mohamed Elhaddad; D. D'Angella; S. Kollmannsberger; Cv Clemens Verhoosel; H. van Brummelen; E. Rank
computational science and engineering | 2017
J. Jomo; Nils Zander; Mohamed Elhaddad; A. Özcan; S. Kollmannsberger; R.-P. Mundani; E. Rank
Engineering Mechanics Institute Conference 2016 | 2016
Mohamed Elhaddad; Nils Zander; J. Jomo; S. Kollmannsberger; Jan S. Kirschke; Martin Ruess; E. Rank