Yingqing Guo

Prof. Yingqing Guo

Nanjing Forestry University, Nanjing, Jiangsu, China
orcid

Research Focus & Metrics

Academic Career Length

16Years (2011-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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21 January 2023 in Journal of Applied Polymer Science
Verified
Journal Article
Closed access
YXYeshou Xu
Yeshou Xu
Zhao-dong XuZhao-dong Xu
Zhao-dong Xu
Yingqing GuoYingqing Guo
Yingqing Guo
WSWaseem Sarwar
Waseem Sarwar
WSWei She
Wei She
ZGZi‐Fan Geng
Zi‐Fan Geng

1 November 2013 in Journal of Materials in Civil Engineering
Verified
Journal Article
Closed access
JZJun-Tao Zhu
Jun-Tao Zhu
Zhao-dong XuZhao-dong Xu
Zhao-dong Xu
Yingqing GuoYingqing Guo
Yingqing Guo
In this paper the physical and dynamic mechanical property tests of magnetorheological elastomers (MREs) are reported. Two kinds of MREs with different matrices, about 12 samples in total, are fabricated by mixing carbonyl iron powder and additives, and cured by using a constant magnetic field. The physical and dynamic viscoelastic properties of these MRE specimens are evaluated with respect to different magnetic fields, displacement amplitudes, and frequencies. The experimental results demonstrate that MREs have variable stiffness and the loss factor of the samples with bromobutyl rubber is high, which shows a good damping property. The proposed magnetoviscoelasticity parameter model is then verified by comparing the experimental and numerical results, which demonstrate that the magnetoviscoelasticity parameter model can describe the MRE performance well.

15 June 2022 in Actuators
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Journal Article
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Yingqing GuoYingqing Guo
Yingqing Guo
xiumei zhaxiumei zha
xiumei zha
YSYao-Yu Shen
Yao-Yu Shen
YWYina Wang
Yina Wang
GCGang Chen
Gang Chen
With the wide application of hydraulic servo technology in control systems, the requirement of hydraulic servo position control performance is greater and greater. In order to solve the problems of slow response, poor precision, and weak anti-interference ability in hydraulic servo position controls, a Kalman genetic optimization PID controller is designed. Firstly, aiming at the nonlinear problems such as internal leakage and oil compressibility in the hydraulic servo system, the mathematical model of the hydraulic servo system is established. By analyzing the working characteristics of the servo valve and hydraulic cylinder in the hydraulic servo system, the parameters in the mathematical model are determined. Secondly, a genetic algorithm is used to search the optimal proportional integral differential (PID) controller gain of the hydraulic servo system to realize the accurate control of valve-controlled hydraulic cylinder displacement in the hydraulic servo system. Under the positioning benchmark of step signal and sine wave signal, the PID algorithm and the genetic optimized PID algorithm are compared in the system simulation model established by Simulink. Finally, to solve the amplitude fluctuations caused by the GA optimized PID and reduce the influence of external disturbances, a Kalman filtering algorithm is added to the hydraulic servo system to reduce the amplitude fluctuations and the influence of external disturbances on the system. The simulation results show that the designed Kalman genetic optimization PID controller can be better applied to the position control of the hydraulic servo system. Compared with the traditional PID control algorithm, the PID algorithm optimized by genetic algorithm improves the system’s response speed and control accuracy; the Kalman filter is a good solution for the amplitude fluctuations caused by GA-optimized PID that reduces the influence of external disturbances on the hydraulic servo system.

14 July 2023 in Mechanical Systems and Signal Processing
Verified
Journal Article
Closed access
XJXingjian Jing
Xingjian Jing
ZZZhenghan Zhu
Zhenghan Zhu
Yingqing GuoYingqing Guo
Yingqing Guo
SLShaohua Liu
Shaohua Liu

13 February 2019 in Journal of Vibration and Acoustics
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YXYeshou Xu
Yeshou Xu
Zhao-dong XuZhao-dong Xu
Zhao-dong Xu
Yingqing GuoYingqing Guo
Yingqing Guo
TGTeng Ge
Teng Ge
CXChao Xu
Chao Xu
Xing-Huai HuangXing-Huai Huang
Xing-Huai Huang
Viscoelastic dampers are one of the most popular earthquake mitigation devices for building structures with a large number of applications in civil engineering. The seismic performance of viscoelastic dampers is greatly affected by viscoelastic materials. The present paper addresses the theoretical and experimental studies of the viscoelastic damper. The regular polyhedron chain network models for viscoelastic materials are proposed based on the molecular chain network microstructures and the temperature–frequency equivalent principle. Several dynamic property tests for the viscoelastic damper at different temperatures, frequencies, and displacements are carried out, and the proposed models are verified by comparing the numerical and experimental results. The comparisons show that the viscoelastic damper has perfect energy dissipation capacity, and the regular polyhedron chain network models can well describe the mechanical properties of the viscoelastic damper at different environmental temperatures and excitation frequencies.

14 January 2023 in Buildings
Verified
Journal Article
Open access
PDF file
YXYeshou Xu
Yeshou Xu
QHQi He
Qi He
Yingqing GuoYingqing Guo
Yingqing Guo
Xing-Huai HuangXing-Huai Huang
Xing-Huai Huang
Yao-Rong DongYao-Rong Dong
Yao-Rong Dong
Jinkoo KimJinkoo Kim
Jinkoo Kim
Viscoelastic dampers are conventional passive vibration control devices with excellent energy dissipation performance. The fractional derivative has a simple form and high accuracy in the modelling of viscoelastic materials/dampers. The internal variables reflect the internal state evolution of materials, and are often used to analyze the deformation and thermal process of materials. In the present work, the mechanical properties of a plate-shear-type viscoelastic damper at room temperature are tested under sinusoidal displacement excitations. The impacts of frequency and displacement amplitude on the dynamic properties of the viscoelastic damper in a wide frequency domain (0.1–25 Hz) are investigated. The higher-order fractional derivative model and the temperature–frequency equivalent principle are employed to characterize the frequency and temperature influence, and the internal variable theory considering the internal/microscale structure evolutions is introduced to capture the displacement affection. The higher-order fractional derivative model modified with the internal variable theory and temperature–frequency equivalent principle (ITHF) is accurate enough in describing the dynamic behaviors of viscoelastic dampers with varying frequencies and displacement amplitudes.