TY - JOUR
T1 - Stochastic dynamics and first-passage failure of wind turbine transmission system with time-varying stiffness under harmonic excitations using path integral methods
AU - Liu, Jiankang
AU - Lu, Meilin
AU - Jin, Chen
AU - Sun, Bao
AU - Xu, Wei
N1 - Publisher Copyright:
© 2025 Elsevier Ltd
PY - 2025/7
Y1 - 2025/7
N2 - To reveal the dynamical behaviors of wind power transmission systems under complex external environments, this paper establishes a two-mass drivetrain model of the mechanical transmission chain with the time-varying stiffness under a combination of harmonic and Gaussian white noise excitations. Then the evolution of the stationary and transient probability density functions of the system is computed using the improved path integral method. Furthermore, the path integral results are used to evaluate the stability of the wind power transmission system with the first-passage failure theory. Meanwhile, the results of the improved path integral method are compared with those of the Monte Carlo simulations to verify its accuracy in predicting periodic behavior as well as tail peak values. Studies show that the damping coefficients and the time-varying stiffness amplitude can induce stochastic P-bifurcation, and larger damping coefficients, smaller time-varying stiffness amplitude, harmonic excitation and noise intensity are more favorable for the stability of the wind turbine drive shaft system.
AB - To reveal the dynamical behaviors of wind power transmission systems under complex external environments, this paper establishes a two-mass drivetrain model of the mechanical transmission chain with the time-varying stiffness under a combination of harmonic and Gaussian white noise excitations. Then the evolution of the stationary and transient probability density functions of the system is computed using the improved path integral method. Furthermore, the path integral results are used to evaluate the stability of the wind power transmission system with the first-passage failure theory. Meanwhile, the results of the improved path integral method are compared with those of the Monte Carlo simulations to verify its accuracy in predicting periodic behavior as well as tail peak values. Studies show that the damping coefficients and the time-varying stiffness amplitude can induce stochastic P-bifurcation, and larger damping coefficients, smaller time-varying stiffness amplitude, harmonic excitation and noise intensity are more favorable for the stability of the wind turbine drive shaft system.
KW - First-passage failure
KW - Path integral method
KW - Stochastic bifurcation
KW - Stochastic response
KW - Wind turbine drive shaft system
UR - https://www.scopus.com/pages/publications/105013959087
U2 - 10.1016/j.probengmech.2025.103815
DO - 10.1016/j.probengmech.2025.103815
M3 - 文章
AN - SCOPUS:105013959087
SN - 0266-8920
VL - 81
JO - Probabilistic Engineering Mechanics
JF - Probabilistic Engineering Mechanics
M1 - 103815
ER -