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Purely viscoplastic modelling is shown to be inadequate.
The modular building block approach of modelling is shown to be of essential importance.
Furthermore, the numerical modelling is shown to be adequate for practical engineering design purposes.
Finite element modelling is shown to provide a useful approach for estimating the level and distributions of retained residual stresses.
Modified beam-element modelling is shown to be a relatively easy and accurate method for bridge gusset plate analysis.
Finally, the coupling between the aerodynamic and structural modelling is shown in terms of possible instabilities and some examples.
Similar(49)
The model is shown in Fig. 3.
The channel model is shown in Figure6.
A piecewise linear approximation model is shown.
The EKF model is shown in (10).
Our model is shown in Figure 1a.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com