Special meshes and higher-order schemes for singularly perturbed boundary value problems.
Vulanović, Relja (2001)
Novi Sad Journal of Mathematics
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Vulanović, Relja (2001)
Novi Sad Journal of Mathematics
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Ladopoulos, E.G. (1988)
International Journal of Mathematics and Mathematical Sciences
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Herceg, Dragoslav, Surla, Katarina, Radeka, Ivana, Maličić, Helena (2001)
Novi Sad Journal of Mathematics
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Herceg, Dragoslav, Krejić, Nataša, Maličić, Helena (2000)
Novi Sad Journal of Mathematics
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J. Pousin (2009)
Mathematical Modelling of Natural Phenomena
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In this note we give a result of convergence when time goes to infinity for a quasi static linear elastic model, the elastic tensor of which vanishes at infinity. This method is applied to segmentation of medical images, and improves the 'elastic deformable template' model introduced previously.
Pavel Bělík, Timothy Brule, Mitchell Luskin (2010)
ESAIM: Mathematical Modelling and Numerical Analysis
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We propose, analyze, and compare several numerical methods for the computation of the deformation of a pressurized martensitic thin film. Numerical results have been obtained for the hysteresis of the deformation as the film transforms reversibly from austenite to martensite.
Antoine Gloria (2012)
ESAIM: Proceedings
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These notes give a state of the art of numerical homogenization methods for linear elliptic equations. The guideline of these notes is analysis. Most of the numerical homogenization methods can be seen as (more or less different) discretizations of the same family of continuous approximate problems, which H-converges to the homogenized problem. Likewise numerical correctors may also be interpreted as approximations of Tartar’s correctors....
Yu Wang, Guangyu Shi, Xiaodan Wang (2017)
Curved and Layered Structures
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This paper presents the efficient modeling and analysis of laminated composite plates using an eightnode quasi-conforming solid-shell element, named as QCSS8. The present element QCSS8 is not only lockingfree, but highly computational efficiency as it possesses the explicit element stiffness matrix. All the six components of stresses can be evaluated directly by QCSS8 in terms of the 3-D constitutive equations and the appropriately assumed element strain field. Several typical numerical...