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.
Advanced analysis of uncertain cracked structures
BOCCHINI, PAOLO;GENTILINI, CRISTINA;UBERTINI, FRANCESCO;VIOLA, ERASMO
2006
Abstract
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.File in questo prodotto:
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