FEA-Based Acoustic Fatigue Analysis Methodology - SWRI

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    An FEA-Based Acoustic Fatigue Analysis

    Methodology

    Timothy C. Allison, Ph.D.

    Lawrence J. Goland, P.E.

    Southwest Research Institute

    San Antonio, TX

    ANSYS Regional Conference:

    Engineering the SystemAugust 31 - September 1, 2011

    Houston, TX

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    Outline

    Introduction and Theory Existing Acoustic Fatigue/AIV Screening

    Methods

    Carucci-Mueller, Eisinger Energy Institute

    SwRI Method

    AIV Solutions Conclusions

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    Introduction

    Acoustically Induced Vibration (AIV) refersto high-frequency vibration (typically 500-1500+ Hz) in piping downstream of apressure-reducing device

    E.g. a control valve or pressure relief valve

    Can result in high cycle fatigue failures,particularly at branch connections

    First identified in 1983 by Carucci andMueller

    Often a concern in flare/blowdown pipingwith thin walls and large diameters.

    Image Courtesy Tyco Valves & Controls

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    Theory Overview

    AIV is caused by the following four physicalphenomena:

    Excitation from a pressure-reducing valve causes high-frequency pressure fluctuations in downstream piping.

    These fluctuations excite higher order acoustic modes inthe pipe with circumferentially varying pressure modeshapes.

    The acoustic pulsations couple to shell modes of themain piping.

    Branch connections or other welded discontinuities inthe main line serve as stress risers.

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    Theory: Acoustic Cross Modes

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    Theory: Pipe Shell Modes

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    Existing AIV Screening Methods

    Carruci-Mueller paper (1983) introduced designlimits based on failure/non-failure experience.

    PWL and Pipe Diameter

    Eisinger (1997) modified the Carruci-Mueller

    limits to include different excitation parameterand wall thickness.

    M*P and Pipe D/t Ratio

    Eisinger later (1999) used FEA to extend thedesign curve to lower D/t ratios.

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    Existing AIV Screening Methods (2)

    Carruci-Mueller Design CurveEisinger Design Curve

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    Existing AIV Screening Methods (3)

    The Energy Institute (2005) introduced a screeningmethodology for AIV: Simple source PWL computation

    PWL decay to branch connection and addition of PWLfrom multiple sources at each branch

    Estimate of fatigue life from curve-fit data (data from FEmodels calibrated to historical failure/non-failure data)

    Fatigue life estimation including reduction due toweldolet fittings and small branch diameter to main line

    diameter ratios Likelihood of Failure (LOF) computed from estimatedfatigue life

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    SwRI Method Overview

    Valve excitation analysis, acoustic analysis andfinite element analysis performed to determinecoincidence of acoustic and pipe shell modes

    Forced response analysis of FE model at coincidentmodes performed with shell models to determinestresses at fillet weld and resulting fatigue life. Excitation from valve amplified by acoustic amplification

    factor to account for acoustic resonance

    Stresses evaluated using mesh-insensitive procedure for

    welded joints in accordance with Section 5.5.5 of theASME Boiler and Pressure Vessel Code, Section VIII,Division 2

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    SwRI MethodValve Excitation

    Valve excitation analysis performedusing control valve noise predictionstandard IEC 60534-8-3 Detailed source PWL prediction

    Peak noise frequency from vena

    contracta velocity and jet diameter Model PWL decay to branch and

    summation of sources at branch insame manner as Energy Institutemethod

    Convert PWL to SPL and dynamicpressure

    Image Courtesy Floyd Jury, Fisher Controls

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    SwRI MethodAcoustic Modes

    Closed form solution used tomodel higher-order acousticmodes

    Resulting acousticfrequencies and modeshapes validated with ANSYSAcoustic 3D FEA models

    Multiply valve excitation byamplification factor to

    account for acousticresonance

    p1p2

    p3

    p4

    p5

    p6

    q1

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    SwRI MethodPipe Shell Modes

    ANSYS APDL scripts constructed to efficientlyconstruct shell element models of piping at

    branch connections

    Modal analysis performed for each connectionover excitation frequency range

    Results postprocessed externally via spatial FFT

    to determine dominant nodal diameter patternsin each mode

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    SwRI MethodPipe Shell Modes (2)

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    SwRI MethodPipe Shell Modes (3)

    Circumferential Mode

    Shape (n)FFT performed in order to

    identify n

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    SwRI MethodCoincidence

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    SwRI MethodForced Response

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    SwRI MethodForced Response (2)

    1150 1170 1190 1210 1230 1250 1270 1290

    Mesh-SensitivePeakStress

    Frequency, Hz

    CoincidentMode

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    SwRI MethodForced Response (3)

    Note: Stresses shown are mesh-sensitive and are not accurate

    absolute values. Mesh-insensitive stresses are calculated with

    ASME B&PV Code Sec VIII Div 2 procedure

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    SwRI MethodForced Response (4)

    At Fillet

    Weld

    Toe

    Note: Stresses shown are mesh-sensitive and are not accurate

    absolute values. Mesh-insensitive stresses are calculated with

    ASME B&PV Code Sec VIII Div 2 procedure

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    SwRI MethodFatigue Life

    Use relative stressdistribution from mesh-sensitive results to find

    location of maximumstress

    Use nodal forces andmoments to calculate

    bending and membranestresses and assessfatigue life

    Images Courtesy ASME Boiler & Pressure Vessel Code, Section VIII, Division 2

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    SwRI MethodFatigue Life ASME Div 2 master S-N developed based on a large

    amount of welded pipe and plate joint fatigue test data

    Fatigue life assessed on -3S-N curve for

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    Conclusions

    New AIV analysis methodology developed based

    on physical principles

    Method uses automated implementation of

    valve noise prediction standard and exact

    acoustic solution for efficient excitation solution

    Automated scripting tools applied for efficient

    FEA solution of coincident stress at connection

    and mesh-independent fatigue life results

    FEA-based approach allows for modeling of

    various countermeasures

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    Method ComparisonCarruci-

    Mueller

    Eisinger Energy

    Institute

    SwRI

    Method

    Calculates PWL X X X X

    Includes Pipe Diameter X X X X

    Uses historical data X X X See (1)

    Includes pipe wall thickness X X X

    Includes multiple sources & decay X X X

    Includes connection type X X

    Includes branch diameter X X

    Includes acoustic/structural coincidence X

    Includes excitation frequency X

    Allows detailed analysis of design

    alternatives

    X

    Fatigue Life Calculation See (2) X

    1Future work includes validation of method with test and historical data

    2Calculated fatigue life is part of calibrated screening procedure, not end result

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    QUESTIONS?