FOUNDATION FOR PRIMARY AIR FAN OF SPEED 1490 RPM - STUDY OF DYNAMIC BEHAVIOR
DOI: 10.54647/cebc56061 76 Downloads 5473 Views
Author(s)
Abstract
In general Primary Air fan (PA Fan) foundation consist of a block foundation / semi framed foundation with heavy concrete mass. Its dynamic behavior is studied using Barkan’s method by most of the engineering practitioners. This method has limitations in providing wholistic details of foundation behavior like transient stage behavior, response at specific part of the foundation etc. However, in this study a three-dimensional Finite Element model is used to study its dynamic behavior. ANSYS software is used for modeling the foundation with three-dimensional Finite Elements. Appropriate soil structure interaction is resembled with suitable elements available in ANSYS element library. Natural frequencies of the foundation system and displacement amplitudes are obtained using the above model. Mode shapes of the various modes are plotted. Foundation response for equipment startup and shut down conditions are studied by plotting displacement amplitudes w.r.t frequency variation.
Keywords
PA Fan Foundation, Harmonic Analysis, Barkan’s Method, ANSYS, Frequency
Cite this paper
Nulu Reddeppa, B Jayarami Reddy, H Sudarsana Rao,
FOUNDATION FOR PRIMARY AIR FAN OF SPEED 1490 RPM - STUDY OF DYNAMIC BEHAVIOR
, SCIREA Journal of Civil Engineering and Building Construction .
Volume 6, Issue 1, February 2021 | PP. 1-14.
10.54647/cebc56061
References
[ 1 ] | N. Leso, J. Puttonen, E. Porkka, The effect of foundation on fan vibration response, J. Struct. Mech. 44 (1) (2011) 1 20. |
[ 2 ] | D.R. Smith, H.R. Simmons, Unique fan vibration problems: their causes and solutions, in: Proceedings of the 9th Turbomachinery Symposium Gas Turbine Laboratories, 1980. |
[ 3 ] | D. Smith, J. Wachel, Controlling fan vibration—case histories, in: EPRI Symposium on Power Plant Fans: The State of the Art,1981. |
[ 4 ] | R. Galindo, M. Illueca, R. Jimenez, Permanent deformation estimates of dynamic equipment foundations: application to a gas turbine in granular soils, Soil Dyn. Earthq. Eng. 63 (2014) 8–18. |
[ 5 ] | M. Dias Jr., K.L. Cavalca, Experimental analysis of the dynamic behavior of a turbomachine foundation structure, rn 8 (1) (1999). |
[ 6 ] | M. Zaaijer, Foundation modelling to assess dynamic behaviour of offshore wind turbines, Appl. Ocean Res. 28 (1) (2006) 45–57. |
[ 7 ] | Design of structures and foundation for vibrating machines by Surech Arya, Michel O’ Neil, Gorge Pincus |