Abstract
Undevelopable stiffened curved shells have been widely used in engineering fields. The shape of the undevelopable curved surface is generally characterized with the non-straight generatrix and variable cross sections, which makes it challenging to automatically model and optimize stiffeners on the undevelopable curved surface. Therefore, the data-driven modelling and optimization framework are proposed for undevelopable stiffened curved shells in this paper. Firstly, a novel mesh deformation method is developed for the data-driven modelling of undevelopable stiffened curved shells based on RBF neural network machine learning method. Its main idea is to firstly define a developable curved shell (background mesh domain) having similar topological characteristics with the undevelopable curved shell (target mesh domain), and then train the mapping relationship between the background mesh domain and the target mesh domain by RBF neural network, and finally the complicated modelling problem of the undevelopable stiffened curved shell can be transformed into a simple modelling problem of developable stiffened curved shell by means of the mapping relationship. Moreover, based on the efficient global optimization (EGO) surrogate method, a data-driven layout optimization method is established for minimizing the structural weight of undevelopable stiffened curved shells. Finally, three representative optimization examples are carried out, including modelling and optimization of stiffeners on hyperbolic parabolic curved surfaces, blade-shaped curved surfaces and S-shaped variable cross-sectional curved surfaces. Optimal results indicate that the structural weight of undevelopable stiffened curved shells decreases significantly after the optimization, indicating the effectiveness of the proposed modelling and optimization framework.
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Acknowledgements
Special thanks to Mr. Ke Zhang and Mr. Yan Zhou from Dalian University of Technology for their help in EGO method and FE modelling.
Replication of results
The codes for the RBFNN approach used in the mesh deformation method and the EGO method are written in MATLAB, which are named as “RBFNN” and “EGO” in the supplemental material. In addition, the control point sets used in the mesh deformation method are attached in the supplemental material, including the undevelopable hyperbolic parabolic curved surface, the developable flat plate, the undevelopable blade with non-straight generatrix, the developable blade with straight generatrix, the undevelopable S-shaped variable cross-sectional curved surface and the developable cylindrical shell, which are all provided in EXCEL format.
Funding
This work was supported by National Natural Science Foundation of China [no. 11902065 and no. 11825202], China Postdoctoral Science Foundation [no. 2019M651107] and LiaoNing Revitalization Talents Program [no. XLYC1802020].
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Appendices
Appendix 1. RBFNN algorithm
The structure of RBFNN is displayed in Fig. 30. When the input is Xi, the output of the jth node in the hidden layer can be expressed as
where Cj = (cj1, cj2,…, cjn)T and σj are the center and width of the Gaussian function of the jth node in the hidden layer, respectively.
For an input Xi, the expected output Yi is
where ωj represents the weight between the jth neuron of the hidden layer and output neuron. M is the neuron number in the hidden layer. ei represents the fitting error.
Appendix 2. EGO algorithm
The flow chart of EGO method is displayed in Fig. 31. Firstly, sampling points are generated in the design space by Latin hypercube sampling (LHS) method. Secondly, a kriging surrogate model is constructed based on sampling results. Thirdly, the expectation of improvement EI of the kriging surrogate model at each sampling point x is evaluated,
where ymin represents the optimal result of each update, \( \hat{y}(x) \) represents the prediction mean value of kriging surrogate model, and s(x) represents the prediction standard deviation of kriging surrogate model. Φ(·) and ϕ(·) are the cumulative density function and probability density function of a normal distribution, respectively. In this presented work, the kriging model considered in the EGO algorithm is based on the Gaussian kernel.
Fourthly, MIGA is employed to search for the optimal result aiming at maximizing the EI. Finally, the stop criterion is estimated, which includes three conditions: (1) The maximum EI value is smaller than the tolerance (1e-4 in this paper); (2) the distance between the current iteration point and the former iteration point is smaller than the tolerance (1e-4 in this paper); (3) the iteration number reaches the maximum value. Once one of these three conditions are satisfied, the EGO is stopped. If the stop criterion is not satisfied, the new sampling point can be chosen by maximizing the EI and added into the original kriging surrogate model. This process repeats until the stop criterion is satisfied.
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Tian, K., Li, H., Huang, L. et al. Data-driven modelling and optimization of stiffeners on undevelopable curved surfaces. Struct Multidisc Optim 62, 3249–3269 (2020). https://doi.org/10.1007/s00158-020-02675-4
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DOI: https://doi.org/10.1007/s00158-020-02675-4