To adequately perform the required dynamic analysis, the analysis must include the dynamic effects of the soil/foundation/rotor assembly. The bearings, bearing supports, foundation and soil all contribute to the system dynamic response caused by the fan rotor unbalance forces. This GT STRUDL analysis for the I.D. fan foundation design for Plant Bowen Units 3 and 4 involves the combination of these various components and their unique dynamic properties.
The
final GT STRUDL model included the dynamic properties of the fan model
and the soil/ foundation interaction analysis with a model of the concrete
foundation. The foundation was modeled using 3-d solid elements with
massless rigid links attached to the c.g. of the soil/foundation, as well
as to the bearings of the rotor model, the coupler, the fan housing and
to the motor. This combined model was created to simulate the entire
soil/foundation/fan system and to analyze for resonant conditions as well
as for maximum vibration amplitudes at the bearing.
The
complexities of this model provided an opportunity to utilize many of the
more advanced features offered by GT STRUDL. These include:
the ability to combine member types, the input of damping properties using
matrix damping and the ability to input stiffness properties in matrix
form (for oil film, pedestal, bearing, soil). The analysis was performed
for an operating range of 20% to 100% of the top operating speed.
With the stiffness and damping characteristics defined for the various
frequencies, a transient analysis was performed to obtain response displacements
which were evaluated against the peak-to-peak allowable of 0.125 mil per
ounce of unbalance.
The
purpose of this presentation is to discuss the optimization of the GT STRUDL
capabilities to be used for the analysis of this combined system.
The GT STRUDL support group worked closely with me to resolve several technical
issues. These issues and the basis for the analysis approach will
be presented.
Education
BA Civil Engineering,
Vanderbilt University, 1977
Warren
2002.ppt
Date:
6/21/2002
Size:
11,108KB