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Probabilistic Analysis of Three-Dimensional Beams with Uncertain Damage

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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.

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Advances in Fracture and Damage Mechanics VI View Preview

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Periodical:

Key Engineering Materials (Volumes 348-349)

Pages:

97-100

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.348-349.97

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Online since:

September 2007

Authors:

Cristina Gentilini, Lucio Nobile

Keywords:

Crack Beams, Stress Intensity Factor (SIF), Three-Dimensional Beams

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© 2007 Trans Tech Publications Ltd. All Rights Reserved

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References

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