Zobrazit minimální záznam

dc.contributor.authorMatocha, Karel
dc.contributor.authorStrnadel, Bohumír
dc.date.accessioned2006-09-26T11:00:40Z
dc.date.available2006-09-26T11:00:40Z
dc.date.issued2005
dc.identifier.citationInternational Journal of Fracture. 2005, vol. 134, no. 1, p. L3-L9.en
dc.identifier.issn0376-9429
dc.identifier.issn1573-2673
dc.identifier.urihttp://hdl.handle.net/10084/56572
dc.description.abstractAbstract We analyze notch toughness assessment of full scale testing samples (FS) form the upper bound toughness of sub-sized (SS) samples of structural carbon-manganese steels. The relations proposed by Schindler (2000) are in good agreement with experimental data. Empirical proportionality constant q* = 0.54 between notch toughness of full scale and sub-sized samples of studied structural steels agrees well with theoretically estimated constant q* = 0.50-0.54. More precise knowledge of the size effect of testing samples on temperature dependence of notch toughness requires an analysis of scatter in experimental data.en
dc.language.isoenen
dc.publisherSpringeren
dc.relation.ispartofseriesInternational Journal of Fractureen
dc.relation.urihttps://doi.org/10.1007/s10704-005-0634-2en
dc.subjectstructural carbon steelen
dc.subjectnotch toughnessen
dc.subjectupper bounden
dc.subjectsample sizeen
dc.titleThe effect of size of testing samples on notch toughness of structural steelsen
dc.typearticleen
dc.identifier.locationNení ve fondu ÚKen
dc.identifier.doi10.1007/s10704-005-0634-2
dc.identifier.wos000231954600005


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Zobrazit minimální záznam