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Advanced analysis of uncertain cracked structures
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)
Structural Durability & Health Monitoring 2006, 2(2), 109-122. https://doi.org/10.3970/sdhm.2006.002.109
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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.Keywords
Cracked beam, Uncertain damage, Reliability, Probability distribution fitting, Skew-Normal distribution.
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APA Style
Bocchini, P., Gentilini, C., Ubertini, F., Viola, E. (2006). Advanced analysis of uncertain cracked structures. Structural Durability & Health Monitoring, 2(2), 109–122. https://doi.org/10.3970/sdhm.2006.002.109
Vancouver Style
Bocchini P, Gentilini C, Ubertini F, Viola E. Advanced analysis of uncertain cracked structures. Structural Durability Health Monit. 2006;2(2):109–122. https://doi.org/10.3970/sdhm.2006.002.109
IEEE Style
P. Bocchini, C. Gentilini, F. Ubertini, and E. Viola, “Advanced analysis of uncertain cracked structures,” Structural Durability Health Monit., vol. 2, no. 2, pp. 109–122, 2006. https://doi.org/10.3970/sdhm.2006.002.109
Copyright © 2006 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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