Testing of steel local mechanical properties as random functions
Authors:
- Andrzej Machowski,
- Mariusz Maslak,
- Michal Pazdanowski
Abstract
Local macroscopic mechanical properties of bar elements in steel building structures should be characterized by random functions of the same type. This idea has been inferred in present paper based on local hardness measurements. The possibility of trends occurring in the random sequences of hardness measured along the lengths of samples means that the test should be carried out on bars with a length comparable with the maximum lengths of technologically indivisible elements. Examination of this type of random sets on too short bars may lead to unreliable results even if a large statistical sample is used.
- Record ID
- CUT478aa8f50eb34b78a5e7e63325510274
- Publication categories
- ; ;
- Author
- Pages
- 519-528
- Other elements of collation
- rys.; tab.; wykr.; Bibliografia (na s.) - 527-528; Bibliografia (liczba pozycji) - 7; Oznaczenie streszczenia - Abstr.
- Book
- Silva Gomes J.F., J.F. Silva Gomes Meguid Shaker A. Shaker A. Meguid (eds.): Proceedings IRF2020 : 7th International Conference Integrity-Reliability-Failure, Funchal/Portugal, 6-10 Sep 2020, 2020, Porto, Portugal, INEGI, FEUP, ISBN 978-989-54756-1-2
- Keywords in English
- structural steel, local mechanical properties, random functions, autocorrelation functions
- URL
- https://paginas.fe.up.pt/~irf/IRF2020/index.htm Opening in a new tab
- Language
- eng (en) English
- License
- Score (nominal)
- 5
- Additional fields
- Indeksowana w: Web of Science
- Uniform Resource Identifier
- https://cris.pk.edu.pl/info/article/CUT478aa8f50eb34b78a5e7e63325510274/
- URN
urn:pkr-prod:CUT478aa8f50eb34b78a5e7e63325510274
* presented citation count is obtained through Internet information analysis, and it is close to the number calculated by the Publish or PerishOpening in a new tab system.