Dynamic Analysis of Fan Foundation Mahendra Madhavan.

Slides:



Advertisements
Similar presentations
Tuned Mass Dampers a mass that is connected to a structure
Advertisements

AMCA International Technical Seminar 2009 Equipment Vibration Presented by: Bill Howarth, Illinois Blower Inc.
DISPLACEMENT TRANSMISSIBILITY IN BASE EXCITATION
CHAPTER 4: HARMONIC RESPONSE WITH A SINGLE DEGREE OF FREEDOM
MEEG 5113 Modal Analysis Set 3.
Kjell Simonsson 1 Vibrations in linear 1-degree of freedom systems; I. undamped systems (last updated )
Response Of Linear SDOF Systems To Harmonic Excitation
Seismic design for the wind turbine tower (WP1.5 background document presentation) Institute of Steel Structures Aristotle Univ. of Thessaloniki.
NVH Category NVH Characteristic Frequency (Hz) Ride < 5
Unit 46 Vibrationdata Two-degree-of-freedom System with Translation & Rotation Subjected to Multipoint Enforced Motion.
Dr. Adnan Dawood Mohammed (Professor of Mechanical Engineering)
MAK4041-Mechanical Vibrations
Mechanical Vibrations
Vibration Control 1) Control of Excitation Control of Vibration Source. Example: Balancing of Machines 3) Control of System Parameters Change of system.
U U 1 Excitation of Structural Resonance Due to a Bearing Failure Robert A. Leishear David B. Stefanko Jerald D. Newton IMECE 2007 ASME, International.
Free Vibrations – concept checklist You should be able to: 1.Understand simple harmonic motion (amplitude, period, frequency, phase) 2.Identify # DOF (and.
Presentation On Vibration Analysis
Introduction to Structural Dynamics:
Literature Review on Compatible Soil Structure Yielding by Weian Liu
S1-1 SECTION 1 REVIEW OF FUNDAMENTALS. S1-2 n This section will introduce the basics of Dynamic Analysis by considering a Single Degree of Freedom (SDOF)
Rotor Track and Balance
December 3-4, 2007Earthquake Readiness Workshop Seismic Design Considerations Mike Sheehan.
Streamlined Process for Soil-Structure Interaction Analysis of Nuclear Facilities Utilizing GTSTRUDL and MTR/SASSI Wei Li, Michael Perez, Mansour Tabatabaie,
Mechanical Vibrations
GT STRUDL User’s Group Presentation Atlanta, GA June 24-26,2009
CABLE-STAYED BRIDGE SEISMIC ANALYSIS USING ARTIFICIAL ACCELEROGRAMS
Static Pushover Analysis
Prepared by: Marimuthu Gurusamy Combined vibration analysis (velocity and acceleration envelope) for Prediction of rotating equipment (with rolling element.
Raft & Piled-raft analysis (Soil-structure interaction analysis)
MODULE 09 Inman chapter 5.
A PPLIED M ECHANICS Lecture 06 Slovak University of Technology Faculty of Material Science and Technology in Trnava.
Geology 5660/6660 Applied Geophysics Last time: Brief Intro to Seismology & began deriving the Seismic Wave Equation: Four types of seismic waves:  P.
Along-wind dynamic response
A PPLIED M ECHANICS Lecture 03 Slovak University of Technology Faculty of Material Science and Technology in Trnava.
PAT328, Section 3, March 2001MAR120, Lecture 4, March 2001S14-1MAR120, Section 14, December 2001 SECTION 14 STRUCTURAL DYNAMICS.
1 MODAL ANALYSIS. 2 Tacoma Narrows Galloping Gertie.
Basic structural dynamics I Wind loading and structural response - Lecture 10 Dr. J.D. Holmes.
APPLIED MECHANICS Lecture 05 Slovak University of Technology
IMPACT OF FOUNDATION MODELING ON THE ACCURACY OF RESPONSE HISTORY ANALYSIS OF A TALL BUILDING Part II - Implementation F. Naeim, S. Tileylioglu, A. Alimoradi.
Two-degree-of-freedom System with Translation & Rotation
MOTOR SET 200,000 RPM TITANIUM ROTOR. Finite Element Rotordynamics Model_1 (Schematic) With Ceramic Ball Bearings This is a schematic of the FE rotordynamics.
Response of MDOF structures to ground motion 1. If damping is well-behaving, or can be approximated using equivalent viscous damping, we can decouple.
LATHE VIBRATIONS ANALYSIS ON SURFACE ROUHHNESS OF MACHINED DETAILS LATHE VIBRATIONS ANALYSIS ON SURFACE ROUHHNESS OF MACHINED DETAILS * Gennady Aryassov,
Matakuliah : Dinamika Struktur & Teknik Gempa
Dynamics Primer Lectures Dermot O’Dwyer. Objectives Need some theory to inderstand general dynamics Need more theory understand the implementation of.
1 Teaching Innovation - Entrepreneurial - Global The Centre for Technology enabled Teaching & Learning M G I, India DTEL DTEL (Department for Technology.
BASICS OF DYNAMICS AND ASEISMIC DESIGN
Harmonics. Strings as Harmonic Oscillators Its mass gives it inertia Its mass gives it inertia Its tension and curvature give it a restoring force Its.
Vibrationdata 1 Unit 18 Force Vibration Response Spectrum.
DR. V.N.A. NAIKAN PROFESSOR &HEAD RELIABILITY ENGINEERING CENTRE IIT KHARAGPUR Rotating Machinery Fault Simulation Lab.
Force Vibration Response Spectrum
Mechanical Vibrations
Vibrations in undamped linear 2-dof systems
Introduction to Structural Dynamics
Dynamic Response of MDOF Structures
AAE 556 Aeroelasticity Lecture 18
1C9 Design for seismic and climate changes
Tuned Mass Damper Investigation for Apache Struts
ME321 Kinematics and Dynamics of Machines
Vibration Control.
ENGINEERING MECHANICS
Introduction to Soil Dynamics
ME321 Kinematics and Dynamics of Machines
ENGINEERING MECHANICS
2 DOF – Torsional System and Coordinate Coupling
Principles of Dynamics
DYNAMICS OF MACHINERY Presented by E LAKSHMI DEVI M.Tech,
Vibration and Footing Design
Subjects: 1- Introduction, Basic Definitions and concepts. Fast Review on Engineering 2- Velocity Analysis in Mechanisms 3- Acceleration Analysis in Mechanisms.
Presentation transcript:

Dynamic Analysis of Fan Foundation Mahendra Madhavan

Potential Power Plant Problems Requiring Dynamic Analysis Machinery Vibration Piping Vibration Heavy-load drops Tornado missile impact Dry cask accidents During design, operation and maintenance of power plants, we encounter the following forms of vibration. Machinery vibration includes 1. Induced or Forced Draft Fan, 2. Cooling Tower Fan Deck, 3. Turbine generator Foundations Piping vibration includes 1. Flow induced, 2. Water hammer, 3. Acoustic resonance

Need for Vibration Analysis Meet the vendor’s performance criteria Industry guidelines or SCS standards Operation / Maintenance Vibration not generated or transmitted to other areas Foundation is free from structural resonance Vibration not annoying to people Operation and Maintenance: To prevent forced outages; Not to do maintenance more often than necessary.

Four basic components of Vibration Mass (m) Stiffness (k) Damping (c) Forcing Function (F)

Equation of motion Inertial force, Damping force and Stiffness resistance

Types of Vibration When F = 0 (Free vibration) F = F0sinωt (Forced Vibration) c = 0 (Undamped system) c ≠ 0 (Damped system) During design, operation and maintenance of power plants, we encounter the following forms of vibration

How to quantify vibration components? Mass from Machine and Foundation drawings Stiffness and Damping from DYNA5 (pile-soil interaction) Force from vendor or make an estimate F During design, operation and maintenance of power plants, we encounter the following forms of vibration

Fan Foundation Mat foundation (Soil supported) Pile / Caisson foundations

Types of Analysis Modal Analysis Response Analysis

Single Degree of Freedom Vibration modes are analogous to DOF in a node m: Mass of the system k: Stiffness of the system c: Damping

Forced vibration of a damped system Damping (c) Mass (m) Stiffness (k) DAF Vibration modes are analogous to DOF in a node m: Mass of the system k: Stiffness of the system DAF : Dynamic Amplification Factor ω: Operating frequency ωn: Natural frequency τ : Damping ratio

Vibration Acceptance Criteria (Commonly used) (Vendor’s requirement and SCS Standards) MODAL ANALYSIS Natural freq away from ± 20% of operating freq Bearing Housing disp ≤ 0.125 mils pk-pk for 1 oz of wheel unbalance at outer radius (Sensitivity check) Shaft velocity ≤ 0.1 in/sec (balancing grade) Dynamic stiffness of the foundation should be ≥ 11.987 x 106 lb/in per support. RESPONSE ANALYSIS Typically there are four acceptance criteria that are required to be met. To meet the first criteria we need to carry out a Modal analysis. The next three criteria requires Response analysis.

Wheel unbalance (Sensitivity check) F = m e ω2 e=50 in m = 1 oz. 1 oz of wheel unbalance ω = 2 π f The resulting displacement measured at Bearing Housing ≤ 0.125 mils pk-pk f = 900 rpm Peak to Peak F = 72 lb

How to Prevent Vibration? Trial sizing criteria Single or two degree of freedom models Detailed analysis using GTStrudl and Dyna5 GTStrudl for modal analysis and estimating the natural frequency Dyna5 is used to estimate soil-structure spring stiffness and damping Vibration modes are analogous to DOF in a node

Trial sizing criteria

Foundation Plan This is the plan of the foundation showing the locations of the 12 caissons.

Foundation/Soil Links to GTSTRUDL Combined Model

Foundation/Soil Members in GTSTRUDL Combined Model

Foundation/Soil Dynamic Properties 6 Members = 6 DOF’s for stiffness and damping

Vibration Modes Y Longitudinal Sliding (Translation in X) X Vertical (Translation in Y) Lateral Sliding (Translation in Z) Rocking (Rotation about X) Yawing (Rotation about Y) Pitching (Rotation about Z) X Z TYPICAL MODES OF CONCERN Vibration modes are analogous to DOF in a node

Isometric view X Y Z The plant is spending approximately $400 million the SCR program (SCR = Selective Catalytic Reduction) -- an environmental control system that will reduce Nox emissions -- a key ingredient in the formation of ozone. These NOX emissions will be reduced by approximately 85%. Last year’s User’s Group meeting… Scott Lange, SCS Atl -- SCR project at Bowen -- Steel structure supporting precipitator ductwork and the two SCR boxes Ed Marshal -- modifications to the boiler house.

Longitudinal Sliding (X Translation) Y Z X

Vertical (Y Translation) X Z

Lateral Sliding (Z Translation) Y X Z

Rocking (X Rotation) Y Z X

Yawing (Y Rotation) Y X Z

Pitching (Z Rotation) Y X Z

Recent Analyses Wansley 1 and 2 (Rock Foundation ) Single DOF, Using Hand calc Bowen 3 and 4 (Pile Foundation over rock) GTStrudl and Static pile stiffness Bowen 1 and 2 (Pile Foundation over rock) – changing soil properties (density, shear waves, poisson etc.) GTStrudl and DYNA5 The addition of the SCR system means that the existing ID fan output must increase to handle the additional pressure drop of the SCR system. This required the ID fan be replaced.

Vibration Testing In-situ testing to measure vibration for acceptance Use In-situ testing results to validate the math model The addition of the SCR system means that the existing ID fan output must increase to handle the additional pressure drop of the SCR system. This required the ID fan be replaced.

The addition of the SCR system means that the existing ID fan output must increase to handle the additional pressure drop of the SCR system. This required the ID fan be replaced.

The addition of the SCR system means that the existing ID fan output must increase to handle the additional pressure drop of the SCR system. This required the ID fan be replaced.

The addition of the SCR system means that the existing ID fan output must increase to handle the additional pressure drop of the SCR system. This required the ID fan be replaced.

The addition of the SCR system means that the existing ID fan output must increase to handle the additional pressure drop of the SCR system. This required the ID fan be replaced.

Thank you Questions ? The addition of the SCR system means that the existing ID fan output must increase to handle the additional pressure drop of the SCR system. This required the ID fan be replaced.

Thank you Questions ? The addition of the SCR system means that the existing ID fan output must increase to handle the additional pressure drop of the SCR system. This required the ID fan be replaced. S:\Workgroups\SCS Engineering\Fossil and Hydro-West\Engineering\ Madhavan Mahendra\Vibration Presentation_Anniston