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dc.contributor.authorVelešík, Marekcs
dc.contributor.authorPožár, Michalcs
dc.contributor.authorNečas, Radimcs
dc.date.accessioned2022-01-11T15:55:46Z
dc.date.available2022-01-11T15:55:46Z
dc.date.issued2021-12-21cs
dc.identifier.citationIOP Conference Series: Materials Science and Engineering. 2021, vol. 1029, issue 1, p. 1-10.en
dc.identifier.issn1757-899Xcs
dc.identifier.other175425cs
dc.identifier.urihttp://hdl.handle.net/11012/203290
dc.description.abstractThis study investigates convenient methods of determination of temperature gradient of slender structures in time. Correct determination of temperature along the height of the cross-section takes a key role in defining the temperature loading of slender bridge structures. A proper definition of temperature loading is crucial for structures such as stress ribbon because of their sensitivity to temperature change in terms of geometrical changes of the structure. Correct determination of the temperature gradient is important during long-term geodetic monitoring, which might be used to prove the correctness of computational models of bridge structures. To approximate heat transfer in cross-section, a test specimen with temperature sensors installed along the height was formed and continuously monitored. The accuracy of the retrofitted temperature sensors was also investigated. The temperature at the surface of the specimen, solar radiation and wind velocity were used as input data for heat transfer analysis. The measured values from sensors situated along the height were subsequently used for verification of performed heat transfer analysis on volume computational model in the software Ansys Mechanical.en
dc.formattextcs
dc.format.extent1-10cs
dc.format.mimetypeapplication/pdfcs
dc.language.isoencs
dc.publisherIOP Publishingcs
dc.relation.ispartofIOP Conference Series: Materials Science and Engineeringcs
dc.relation.urihttps://iopscience.iop.org/article/10.1088/1757-899X/1209/1/012066/metacs
dc.rightsCreative Commons Attribution 3.0 Unportedcs
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/cs
dc.subjectHeat transferen
dc.subjecttemperature gradienten
dc.subjectAnsys Mechanicalen
dc.subjecttemperature sensorsen
dc.subjectslender structureen
dc.subjectstress ribbonen
dc.titleDetermination of temperature gradient of slender structureen
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav betonových a zděných konstrukcícs
sync.item.dbidVAV-175425en
sync.item.dbtypeVAVen
sync.item.insts2022.03.12 20:53:42en
sync.item.modts2022.03.12 20:15:09en
dc.coverage.issue1cs
dc.coverage.volume1029cs
dc.identifier.doi10.1088/1757-899X/1209/1/012066cs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1757-899X/cs
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen


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Creative Commons Attribution 3.0 Unported
Except where otherwise noted, this item's license is described as Creative Commons Attribution 3.0 Unported