dc.contributor.author | Matocha, Karel | |
dc.contributor.author | Strnadel, Bohumír | |
dc.date.accessioned | 2006-09-26T11:00:40Z | |
dc.date.available | 2006-09-26T11:00:40Z | |
dc.date.issued | 2005 | |
dc.identifier.citation | International Journal of Fracture. 2005, vol. 134, no. 1, p. L3-L9. | en |
dc.identifier.issn | 0376-9429 | |
dc.identifier.issn | 1573-2673 | |
dc.identifier.uri | http://hdl.handle.net/10084/56572 | |
dc.description.abstract | Abstract 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.iso | en | en |
dc.publisher | Springer | en |
dc.relation.ispartofseries | International Journal of Fracture | en |
dc.relation.uri | https://doi.org/10.1007/s10704-005-0634-2 | en |
dc.subject | structural carbon steel | en |
dc.subject | notch toughness | en |
dc.subject | upper bound | en |
dc.subject | sample size | en |
dc.title | The effect of size of testing samples on notch toughness of structural steels | en |
dc.type | article | en |
dc.identifier.location | Není ve fondu ÚK | en |
dc.identifier.doi | 10.1007/s10704-005-0634-2 | |
dc.identifier.wos | 000231954600005 | |