Abstract

This paper addresses a combined method of reinforcement learning and graph embedding for binary topology optimization of trusses to minimize total structural volume under stress and displacement constraints. Although conventional deep learning methods owe their success to a convolutional neural network that is capable of capturing higher level latent information from pixels, the convolution is difficult to apply to discrete structures due to their irregular connectivity. Instead, a method based on graph embedding is proposed here to extract the features of bar members. This way, all the members have a feature vector with the same size representing their neighbor information such as connectivity and force flows from the loaded nodes to the supports. The features are used to implement reinforcement learning where an action taker called agent is trained to sequentially eliminate unnecessary members from Level-1 ground structure, where all neighboring nodes are connected by members. The trained agent is capable of finding sub-optimal solutions at a low computational cost, and it is reusable to other trusses with different geometry, topology and boundary conditions.

Highlights

  • A number of methods based on a ground structure (GS) method (Dorn, 1964) have been proposed for topology optimization of trusses

  • We propose a combined method of graph embedding and Reinforcement learning (RL) for binary topology optimization of planar trusses for volume minimization under stress and displacement constraints

  • A machine-learning based method combining graph embedding and Q-learning is proposed for binary truss topology optimization to minimize total structural volume under stress and displacement constraints

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Summary

Introduction

A number of methods based on a ground structure (GS) method (Dorn, 1964) have been proposed for topology optimization of trusses. Full level GS is required in order to obtain a global optimal solution for the given nodes and the loading and boundary conditions, the combination of node pairs explodes to nn(nn − 1)/2 as the number of nodes nn increases. For this reason, a truss with a limited number of members connecting to only adjacent nodes is frequently used as an initial GS, and GS grids with Level-1 connectivity are used in this paper. The authors proposed a force density method for simultaneous optimization of topology and geometry of a truss (Ohsaki and Hayashi, 2017; Hayashi and Ohsaki, 2019)

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