Leonid Obrezkov

Mr. Leonid Obrezkov


Research Focus & Metrics

Academic Career Length

6Years (2021-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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19 May 2022 in Nonlinear Dynamics
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Journal Article
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LOLeonid Obrezkov
Leonid Obrezkov
Aki M. MikkolaAki M. Mikkola
Aki M. Mikkola
MMMarko Matikainen
Marko Matikainen
The absolute nodal coordinate formulation (ANCF) is a nonlinear finite element approach proposed for the large deformation dynamics analysis of beam- and plate/shell-type structures. In the ANCF approach, elastic forces can be defined using three-dimensional elasticity-based continuum mechanics. This approach is often straightforward, and it makes it possible to use advanced material models in the ANCF framework. However, it has been pointed out in several studies that continuum ANCF-based elements with a full three-dimensional elasticity description can suffer from locking phenomena. In this study, a comparison between various combinations of locking alleviation techniques and their applicability to different ANCF beam variants is studied using numerical examples. Furthermore, the enhanced deformation gradient (EDG) technique, which has been proposed recently in finite element literature, is demonstrated for high-order ANCF beam elements. Based on the numerical tests, none of the currently available techniques are suitable for all types of ANCF elements. The paper also shows that the efficiency and accuracy of the techniques are case-dependent. For the ANCF beam element involving higher-order terms with respect to trapezoidal mode, however, the EDG-based techniques are preferable to reduce locking phenomena.

1 March 2021 in International Journal of Non-Linear Mechanics
Verified
Journal Article
Closed access
LOLeonid Obrezkov
Leonid Obrezkov
PEPernilla Eliasson
Pernilla Eliasson
AHAjay B Harish
Ajay B Harish
MMMarko K. Matikainen
Marko K. Matikainen

23 August 2022 in Applied Mathematical Modelling
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Journal Article
Open access
LOLeonid Obrezkov
Leonid Obrezkov
BBBabak Bozorgmehri
Babak Bozorgmehri
TFTaija Finni
Taija Finni
MMMarko Matikainen
Marko Matikainen

9 November 2022 in Finite Elements in Analysis and Design
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Journal Article
Open access
BBBabak Bozorgmehri
Babak Bozorgmehri
LOLeonid Obrezkov
Leonid Obrezkov
AHAjay B. Harish
Ajay B. Harish
AMAki Mikkola
Aki Mikkola
MMMarko K. Matikainen
Marko K. Matikainen

13 December 2022 in Materials
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Journal Article
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LOLeonid Obrezkov
Leonid Obrezkov
TFTaija Finni
Taija Finni
MMMarko Matikainen
Marko Matikainen
Experimental results have revealed the sophisticated Achilles tendon (AT) structure, including its material properties and complex geometry. The latter incorporates a twisted design and composite construction consisting of three subtendons. Each of them has a nonstandard cross-section. All these factors make the AT deformation analysis computationally demanding. Generally, 3D finite solid elements are used to develop models for AT because they can discretize almost any shape, providing reliable results. However, they also require dense discretization in all three dimensions, leading to a high computational cost. One way to reduce degrees of freedom is the utilization of finite beam elements, requiring only line discretization over the length of subtendons. However, using the material models known from continuum mechanics is challenging because these elements do not usually have 3D elasticity in their descriptions. Furthermore, the contact is defined at the beam axis instead of using a more general surface-to-surface formulation. This work studies the continuum beam elements based on the absolute nodal coordinate formulation (ANCF) for AT modeling. ANCF beam elements require discretization only in one direction, making the model less computationally expensive. Recent work demonstrates that these elements can describe various cross-sections and materials models, thus allowing the approximation of AT complexity. In this study, the tendon model is reproduced by the ANCF continuum beam elements using the isotropic incompressible model to present material features.

2 August 2022 in International Journal of Solids and Structures
Verified
Journal Article
Open access
LOLeonid Obrezkov
Leonid Obrezkov
MMMarko Matikainen
Marko Matikainen
RKReijo Kouhia
Reijo Kouhia