The Comparison of Node-to-Segment and Segment-to-Segment Methods in Contact Elastic Problems

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F25%3A10259390" target="_blank" >RIV/61989100:27120/25:10259390 - isvavai.cz</a>
Result on the web
<a href="https://pubs.aip.org/aip/acp/article/3315/1/150003/3363017/The-comparison-of-node-to-segment-and-segment-to" target="_blank" >https://pubs.aip.org/aip/acp/article/3315/1/150003/3363017/The-comparison-of-node-to-segment-and-segment-to</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/5.0286617" target="_blank" >10.1063/5.0286617</a>

Result language
angličtina
Original language name
The Comparison of Node-to-Segment and Segment-to-Segment Methods in Contact Elastic Problems
Original language description
This paper is a part of our ongoing efforts in algorithm development aimed at addressing linear and non-linear elasticity contact problems. Specifically, within the scope of this paper, we undertake a comparative analysis of two distinct mortar contact methods designed for the assembly of linear inequalities. Inequalities in contact problems enforce non-penetration of bodies which are discretized by the finite element method. It is essential to emphasize that the accurate and efficient assembly of these inequalities is pivotal to ensuring a correct solution that satisfies the conditions of contact non-penetration. The results are compared on the Hertz problem.
Czech name
—
Czech description
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Project
<a href="/en/project/GA22-13220S" target="_blank" >GA22-13220S: Development of iterative algorithms for solving contact problems emerging in the analysis of steel structures bolt connections</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2025
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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