Počet záznamů: 1

Sensitivity and statistical analysis within the elaboration of steel plated girder resistance

  1. 1.
    0342598 - UTAM-F 2010 RIV CN eng J - Článek v odborném periodiku
    Melcher, J. - Škaloud, Miroslav - Kala, Z. - Karmazínová, M.
    Sensitivity and statistical analysis within the elaboration of steel plated girder resistance.
    ADVANCED STEEL CONSTRUCTION. Roč. 5, č. 2 (2009), s. 120-126 ISSN 1816-112X.
    [International conf. on steel and aluminium structures /6./. Oxford, 24.06.2007-27.06.2007]
    Výzkumný záměr: CEZ:AV0Z20710524
    Klíčová slova: steel structures * fatigue * sensitivity * imperfection * plated girder
    Kód oboru RIV: JM - Inženýrské stavitelství

    The objective of the paper is to analyse the influence of initial imperfections on the behaviour of thin-walled girders welded of slender plate elements. The girder was modelled, using the geometrically and materially non-linear variant of the shell finite element method, by the ANSYS program. The ultimate static load-carrying capacity and the state of stress were considered as the output analysed quantities. The influence of the variability of initial imperfections on the variability of ultimate static load-carrying capacity and on the variability of the state of stress studied was calculated by sensitivity analysis. The sensitivity analysis was evaluated on a computer by applying the numerical simulation LHS method and statistical characteristics evaluated, based on the experiments.
    Trvalý link: http://hdl.handle.net/11104/0185293