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Comparative numerical analysis of obtained stress and displacement results from FEM programs - Robot Structural Analysis and ADINA in example of a steel footbridge subjected to the dead load

dc.contributor.authorMajor, Maciej
dc.contributor.authorMinda, Izabela
dc.contributor.authorKuliński, Krzysztof
dc.contributor.authorMajor, Izabela
dc.date.accessioned2018-04-24T09:56:54Z
dc.date.available2018-04-24T09:56:54Z
dc.date.issued2017
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2017, roč. 17, č. 2, s. 51-58 : il.cs
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/126413
dc.description.abstractIn this paper the comparative analysis of obtained stress and displacements results from two different FEM programs – Robot Structural Analysis and ADINA was performed. As a subject of the analysis, the numerical model of the arch footbridge in steel construction was adopted.cs
dc.format.extent505754 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.relation.urihttps://www.degruyter.com/downloadpdf/j/tvsb.2017.17.issue-2/tvsb-2017-0027/tvsb-2017-0027.pdfcs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.rights© 2017 Maciej Major et al., published by De Gruyter Open. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.  BY-NC-ND 3.0cs
dc.subjectsteel footbridgecs
dc.subjectarch footbridgecs
dc.subjectstatics analysiscs
dc.subjectADINAcs
dc.subjectAutodesk ROBOTcs
dc.titleComparative numerical analysis of obtained stress and displacement results from FEM programs - Robot Structural Analysis and ADINA in example of a steel footbridge subjected to the dead loadcs
dc.typearticlecs
dc.identifier.doi10.1515/tvsb-2017-0027
dc.rights.accessopenAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs


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