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.
C. Gentilini, L. Nobile (2007). Probabilistic Analysis of Three-Dimensional Beams with Uncertain Damage. Uetikon : Trans Tech Publications Limited [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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