A new probabilistic computational methodology aiming for a safer and optimized design of glass components is proposed, overcoming the drawbacks of the currently employed design approaches.The methodology, which adopts a stress intensity factor-based fracture criterion, can be applied to predict the load bearing capacity associated to any given probability of failure of elements having arbitrary geometry, support conditions and edge flaws scenario.The main novelty consists in the use of the extended finite element method for the numerical modelling of the structural elements, taking advantage of its intrinsic capability to deal with multiple cracks without adapting the mesh topology and the possibility to directly evaluate the stress intensity factor at the tip of the cracks without any post-processing procedure. Besides, because of the stochastic nature of the problem, where the flaws size is the random variable, the Monte Carlo method is used to obtain the cumulative distribution function of the failure load, from which the load bearing capacity is derived.Several case studies are reported to demonstrate the accuracy and reliability of the method. It is also shown that, depending on the stress gradient along the glass component, the developed method provides load carrying capacities larger than the predictions of a stress-based approach, by an extent variable between 21% and 83%.
A probabilistic FEM approach for the structural design of glass components / Mariggio, G.; Ventura, G.; Corrado, M.. - In: ENGINEERING FRACTURE MECHANICS. - ISSN 0013-7944. - 282:(2023). [10.1016/j.engfracmech.2023.109157]
A probabilistic FEM approach for the structural design of glass components
Ventura G.;Corrado M.
2023
Abstract
A new probabilistic computational methodology aiming for a safer and optimized design of glass components is proposed, overcoming the drawbacks of the currently employed design approaches.The methodology, which adopts a stress intensity factor-based fracture criterion, can be applied to predict the load bearing capacity associated to any given probability of failure of elements having arbitrary geometry, support conditions and edge flaws scenario.The main novelty consists in the use of the extended finite element method for the numerical modelling of the structural elements, taking advantage of its intrinsic capability to deal with multiple cracks without adapting the mesh topology and the possibility to directly evaluate the stress intensity factor at the tip of the cracks without any post-processing procedure. Besides, because of the stochastic nature of the problem, where the flaws size is the random variable, the Monte Carlo method is used to obtain the cumulative distribution function of the failure load, from which the load bearing capacity is derived.Several case studies are reported to demonstrate the accuracy and reliability of the method. It is also shown that, depending on the stress gradient along the glass component, the developed method provides load carrying capacities larger than the predictions of a stress-based approach, by an extent variable between 21% and 83%.File | Dimensione | Formato | |
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https://hdl.handle.net/11583/2978656