An Adaptive and Scalable ANN-based Model-Order-Reduction Method for Large-Scale TO Designs

TL;DR

This paper introduces a scalable deep learning model that accelerates large-scale topology optimization by using a neural network to map coarse to fine-scale fields, reducing computational costs and improving transferability across different design problems.

Contribution

The work presents a novel MapNet-based model-order-reduction method that enables efficient and transferable topology optimization for large-scale structures.

Findings

MapNet reduces computational time by enabling coarse-to-fine field mapping.

Domain fragmentation improves the transferability of the neural network.

The method applies across different structure shapes, sizes, and boundary conditions.

Abstract

Topology Optimization (TO) provides a systematic approach for obtaining structure design with optimum performance of interest. However, the process requires numerical evaluation of objective function and constraints at each iteration, which is computational expensive especially for large-scale design. Deep learning-based models have been developed to accelerate the process either by acting as surrogate models replacing the simulation process, or completely replacing the optimization process. However, most of them require a large set of labelled training data, which are generated mostly through simulations. The data generation time scales rapidly with the design domain size, decreasing the efficiency of the method itself. Another major issue is the weak generalizability of most deep learning models. Most models are trained to work with the design problem similar to that used for data generation and require retraining if the design problem changes. In this work a scalable deep learning-based model-order-reduction method is proposed to accelerate large-scale TO process, by utilizing MapNet, a neural network which maps the field of interest from coarse-scale to fine-scale. The proposed method allows for each simulation of the TO process to be performed at a coarser mesh, thereby greatly reducing the total computational time. Moreover, by using domain fragmentation, the transferability of the MapNet is largely improved. Specifically, it has been demonstrated that the MapNet trained using data from one cantilever beam design with a specific loading condition can be directly applied to other structure design problems with different domain shapes, sizes, boundary and loading conditions.