Reliability assessment of steel bridges based on experimental research

Autor:	Zdeněk Kala, Stanislav Seitl, Abayomi Omishore, Martin Krejsa
Rok vydání:	2019
Předmět:	Linear fracture mechanics business.industry Calibration curve Computer science Failure probability Monte Carlo method Structural engineering business Reliability (statistics) Experimental research Bridge (nautical) Fatigue crack propagation
Zdroj:	AIP Conference Proceedings.
ISSN:	0094-243X
DOI:	10.1063/1.5114107
Popis:	The paper deals with time dependent probability analysis of the failure of a steel bridge. The theoretical model of fatigue crack propagation is based on linear fracture mechanics. The statistical Monte Carlo method is applied to the analysis of failure probability. The results of probability analysis are elaborated applying the calibration curves processed, based on experimental research. Some aspects of the random sampling methods are discussed.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::5b13a6e2ffaa82cdd4d439cf37eef3a6 https://doi.org/10.1063/1.5114107 Zobrazit plný text záznamu