This paper deals with a simple and reliable method for the probabilistic characterization of the linear elastic response of frame structures with edge cracks of uncertain depth and location in the three-dimensional setting. A numerical test evidences the performance of the approach.
Probabilistic Analysis of Three-Dimensional Beams with Uncertain Damage / C. Gentilini; L. Nobile. - STAMPA. - 348-349:(2007), pp. 97-100. [10.4028/www.scientific.net/KEM.348-349.97]
Probabilistic Analysis of Three-Dimensional Beams with Uncertain Damage
GENTILINI, CRISTINA;NOBILE, LUCIO
2007
Abstract
This paper deals with a simple and reliable method for the probabilistic characterization of the linear elastic response of frame structures with edge cracks of uncertain depth and location in the three-dimensional setting. A numerical test evidences the performance of the approach.File in questo prodotto:
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