1984
DOI: 10.1115/1.3269159
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Finite Element and Modal Analyses of Rotor-Bearing Systems Under Stochastic Loading Conditions

Abstract: A flexible rotor bearing system is represented in detail utilizing the state of the art finite element technique. The mathematical model takes into account the gyroscopic moments, rotary inertia, shear deformation, internal viscous damping, hysteretic damping, linear as well as nonlinear stiffness, and damping for the finite bearing and the bearing support flexibility. Using a simple Timoshenko element and recognizing an analogy between the motion planes, a procedure is given that requires a construction of on… Show more

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Cited by 34 publications
(23 citation statements)
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“…Using the Newton-Raphson approach, (22) can be solved by iteration and {q 2 } t+ t can be obtained. Then, all that is needed is to solve the linear algebraic equations, (20), and determine {q 1 } t+ t .…”
Section: Partitioned Direct Integration Methods For Nonlinear Rotordynmentioning
confidence: 99%
See 2 more Smart Citations
“…Using the Newton-Raphson approach, (22) can be solved by iteration and {q 2 } t+ t can be obtained. Then, all that is needed is to solve the linear algebraic equations, (20), and determine {q 1 } t+ t .…”
Section: Partitioned Direct Integration Methods For Nonlinear Rotordynmentioning
confidence: 99%
“…[D e h ] is the hysteretic damping matrix of an element. The individual matrices appearing in the above equations are presented in detail in Nelson [20] and Hashish et al [22]. The flexible support model is described as eight spring and damping coefficients.…”
Section: Rotordynamics Modelmentioning
confidence: 99%
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“…Several previous studies had focused on the dynamic characteristics of rotor systems subjected to random loads. Hashish and Sankar [1] demonstrated a simple procedure to calculate the stochastic response of a flexible rotor system. Namachchivaya [2] studied the mean-square stability of a rotating shaft under combined harmonic terms and stationary stochastic processes.…”
Section: Introductionmentioning
confidence: 99%
“…However, the method worked for unbalance response but was not suitable for stability analyses. Hashish and Sankar (1984) . This provided an improvement in the modeling of the supports but this new technique could not be used for stability analyses.…”
Section: Introductionmentioning
confidence: 99%