Smart Structures and Systems

Volume 31, Number 5, 2023, pages 437-454

DOI: 10.12989/sss.2023.31.5.437

A model-based adaptive control method for real-time hybrid simulation

Xizhan Ning, Wei Huang, Guoshan Xu, Zhen Wang and Lichang Zheng

Abstract

Real-time hybrid simulation (RTHS), which has the advantages of a substructure pseudo-dynamic test, is widely used to investigate the rate-dependent mechanical response of structures under earthquake excitation. However, time delay in RTHS can cause inaccurate results and experimental instabilities. Thus, this study proposes a model-based adaptive control strategy using a Kalman filter (KF) to minimize the time delay and improve RTHS stability and accuracy. In this method, the adaptive control strategy consists of three parts—a feedforward controller based on the discrete inverse model of a servohydraulic actuator and physical specimen, a parameter estimator using the KF, and a feedback controller. The KF with the feedforward controller can significantly reduce the variable time delay due to its fast convergence and high sensitivity to the error between the desired displacement and the measured one. The feedback control can remedy the residual time delay and minimize the method's dependence on the inverse model, thereby improving the robustness of the proposed control method. The tracking performance and parametric studies are conducted using the benchmark problem in RTHS. The results reveal that better tracking performance can be obtained, and the KF's initial settings have limited influence on the proposed strategy. Virtual RTHSs are conducted with linear and nonlinear physical substructures, respectively, and the results indicate brilliant tracking performance and superb robustness of the proposed method.

Key Words

benchmark; Kalman filter; model-based adaptive control; real-time hybrid simulation; time delay

Address

(1) Xizhan Ning, Wei Huang: College of Civil Engineering, Huaqiao University, Xiamen 361021, China; (2) Xizhan Ning: Key Laboratory for Intelligent Infrastructure and Monitoring of Fujian Province, Huaqiao University, Xiamen 361021, China; (3) Guoshan Xu, Lichang Zheng: School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; (4) Guoshan Xu: Key Lab of Structures Dynamic Behavior and Control, Ministry of Education, Harbin Institute of Technology, Harbin 150090, China; (5) Guoshan Xu: Key Lab of Intelligent Disaster Mitigation, Ministry of Industry and Information Technology, Harbin 150090, China; (6) Zhen Wang: School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China.