Vol.2, No.2, 2006, pp.109-122, doi:10.3970/sdhm.2006.002.109
Advanced analysis of uncertain cracked structures
  • P. Bocchini, C. Gentilini, F. Ubertini, E. Viola1
1 DISTART, University of Bologna, Italy. Some results have been presented at the fourth International Conference on Fracture and Damage Mechanics (12-14 July 2005, Mallorca, Spain), see Gentilini, Ubertini, and Viola (2005b)
This paper provides 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. A statistical analysis of the structural response allows consideration of the reliability of the investigated structure. A numerical example provides an indication of the performance of the approach proposed.
Cracked beam, Uncertain damage, Reliability, Probability distribution fitting, Skew-Normal distribution.
Cite This Article
Bocchini, P., Gentilini, C., Ubertini, F., Viola, E. (2006). Advanced analysis of uncertain cracked structures. Structural Durability & Health Monitoring, 2(2), 109–122.
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