PSI - Issue 52

Muhammad Raihan Firdaus et al. / Procedia Structural Integrity 52 (2024) 309–322 M.R. Firdaus et al. / Structural Integrity Procedia 00 (2023) 000–000

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Fig. 4. Submodel for multi-stage multi-scale modelling of bulkhead components.

Fig. 5. Submodel boundary condition for multi-stage multi-scale modelling of spar components.

2.2.4. Concurrent Multi-scale Modelling Within the numerical simulation procedure, such thing as multi-scale modelling is used to please the computational time while maintaining the result’s accuracy. Multi-scale modelling is one of several ways in approaching engineering problems related to fractures and failures of structural components. Computationally, to be able to e ffi ciently maximise its capability, it is highly beneficial to perform the multi-scale analysis. Regions that are prone to fracture are modelled in a more detailed and refined elements compared to other fields. On the regions far away from the fine scaled model, a less expensive coarse scale model is used to capture the far field behaviour with lower spatio-temporal resolution

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