2021
DOI: 10.1016/j.apm.2021.06.005
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Response probability density function for multi-cracked beams with uncertain amplitude and position of cracks

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Cited by 12 publications
(3 citation statements)
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“…When sufficient samples are provided, the accurate PDF of these random variables can be easily procured to quantify their uncertainties. There are a variety of probability distributions widely adopted in engineering practices, including Gaussian, Poisson, and Weibull distributions [16][17][18][19]. For multidimensional random variables, the easy-to-procure incomplete information such as statistical moments and marginal probability distributions, instead of the precise joint probability distribution, is often exploited to measure the randomness of parameters.…”
Section: Probabilistic Modelsmentioning
confidence: 99%
“…When sufficient samples are provided, the accurate PDF of these random variables can be easily procured to quantify their uncertainties. There are a variety of probability distributions widely adopted in engineering practices, including Gaussian, Poisson, and Weibull distributions [16][17][18][19]. For multidimensional random variables, the easy-to-procure incomplete information such as statistical moments and marginal probability distributions, instead of the precise joint probability distribution, is often exploited to measure the randomness of parameters.…”
Section: Probabilistic Modelsmentioning
confidence: 99%
“…In ref. [28], an implementation of the ramp function to a fundamental problem of fracture mechanics concerning multi-cracked simply supported beams was carried out, where the determination of the response of the beams was addressed under static loads and in the presence of multiple cracks, whilst in ref. [29], a substructure elimination method for evaluating the bending vibration of beams was performed.…”
Section: Introductionmentioning
confidence: 99%
“…In Ref. [28] an implementation of Ramp Function to a fracture mechanics problem concerning multi-cracked simply supported beams is carried out where the determination of the response of beams is addressed under static loads and in presence of multiple cracks, whilst in Ref. [29] a substructure elimination method for evaluating bending vibration of beams is performed.…”
Section: Introductionmentioning
confidence: 99%