Glenn Research Center at Lewis Field Random Vibration Testing of Hardware Tutorial 1 Fatigue Life Assessment William O. Hughes/7735 Mark E. McNelis/7735.

Slides:



Advertisements
Similar presentations
The Kinetic Theory of Gases
Advertisements

Review. 2 TEST A 1.What is the single most important property of vibrating structure? 2. What happens when structure is vibrating in resonance? 3.What.
Design of Machine Elements
Psychology 290 Special Topics Study Course: Advanced Meta-analysis April 7, 2014.
Unit 41 PSD Special Topics Vibrationdata Band-Splitting
Unit 40 Shock Fatigue Vibrationdata
DESIGNING AGAINST FATIGUE
Circuit Board Fatigue Response to Random Vibration Part 2
7. Fatigue Fracture Fracture surface of a bicycle spoke made of 7075-T6 aluminum alloy 25 × magnification 100 × magnification.
Spacecraft Structure Development - Vibration Test - (60 minutes)
Control Charts for Variables
Chapter 5 – Design for Different Types of Loading
© 2011 Autodesk Freely licensed for use by educational institutions. Reuse and changes require a note indicating that content has been modified from the.
MODULE 12 RANDOM VIBRATION.
1 HOMEWORK 1 1.Derive equation of motion of SDOF using energy method 2.Find amplitude A and tanΦ for given x 0, v 0 3.Find natural frequency of cantilever,
General Method for Calculating the Vibration Response Spectrum
1 Mixers  Mixers plays an important role in both the transmitter and the receiver  Mixers are used for down frequency conversion in the receiver  Mixers.
December 3-4, 2007Earthquake Readiness Workshop Seismic Design Considerations Mike Sheehan.
Critical Plane Approach in Stage I and Stage II of Fatigue Under Multiaxial Loading A. KAROLCZUK E. MACHA Opole University of Technology, Department of.
ELECTRICAL CIRCUIT ET 201 Define and explain characteristics of sinusoidal wave, phase relationships and phase shifting.
Power Spectral Density Function
Verification by test and quality assurance
Lecture 12 Statistical Inference (Estimation) Point and Interval estimation By Aziza Munir.
Vibrationdata 1 Unit 15 SDOF Response to Base Input in the Frequency Domain.
Fatigue life estimation from bi-modal and tri-modal PSDs Frank Sherratt.
STRUCTURES Outcome 3 Gary Plimer 2008 MUSSELBURGH GRAMMAR SCHOOL.
Chapter 9 - Cost of Capital Concept of the Cost of Capital Computing a Firm’s Cost of Capital Cost of Individual Sources of Capital Optimal Capital Structure.
Pressure Cycling of Type 1 Pressure Vessels with Gaseous Hydrogen
Chapter 12 Static Equilibrium and Elasticity. Static Equilibrium Equilibrium implies that the object moves with both constant velocity and constant angular.
Semi-active Management of Structures Subjected to High Frequency Ground Excitation C.M. Ewing, R.P. Dhakal, J.G. Chase and J.B. Mander 19 th ACMSM, Christchurch,
STATISTICAL ANALYSIS OF FATIGUE SIMULATION DATA J R Technical Services, LLC Julian Raphael 140 Fairway Drive Abingdon, Virginia.
 Voltage can be produced such that, over time, it follows the shape of a sine wave  The magnitude of the voltage continually changes.  Polarity may.
1 PED: equivalent overall level of safety PED Annex 1, clause 7: The following provision apply as a general rule. However, where they are not applied,
FRACTURE MECHANICS AND FATIGUE DESIGN HANS MF PANJAITAN Marinteknisk Senter Otto Nielsens Veg Trondheim Norway Mobile:
Along-wind dynamic response
Design Stress & Fatigue
DESIGN FOR FATIGUE STRENGTH
Chapter 7 Fatigue Failure Resulting from Variable Loading
Economics 173 Business Statistics Lecture 4 Fall, 2001 Professor J. Petry
Using Fatigue to Compare Sine and Random Environments
George Henderson GHI Systems, Inc. San Pedro, CA
Vibrationdata 1 Unit 15 SDOF Response to Base Input in the Frequency Domain.
Idaho RISE System Reliability and Designing to Reduce Failure ENGR Sept 2005.
Teaching Modules for Steel Instruction
Frame with Cutout Random Load Fatigue. Background and Motivation A thin frame with a cutout has been identified as the critical component in a structure.
COVERAGE TOPICS 1. AC Fundamentals AC sinusoids AC response (reactance, impedance) Phasors and complex numbers 2. AC Analysis RL, RC, RLC circuit analysis.
Vibrationdata 1 Unit 32 Circuit Board Fatigue Response to Random Vibration.
Self-consistent non-stationary theory of multipactor in DLA structures O. V. Sinitsyn, G. S. Nusinovich, T. M. Antonsen, Jr. and R. Kishek 13 th Advanced.
THEMIS IDPU PDR I&T REQUIREMENTS- 1 UCB, October 16, 2003 I&T REQUIREMENTS Ellen Taylor University of California - Berkeley.
AC SINUSOIDS Lecture 6 (I). SCOPE Explain the difference between AC and DC Express angular measure in both degrees and radians. Compute the peak, peak-peak,
Vibrationdata 1 Power Spectral Density Function PSD Unit 11.
Surviving FlightSurviving Flight  28zn0&NR=1 28zn0&NR=1.
United States Department of Agriculture Food Safety and Inspection Service Overview of Trim Sampling Compliance Guidelines and Discussion Daniel Engeljohn,
Stracener_EMIS 7305/5305_Spr08_ Systems Availability Modeling & Analysis Dr. Jerrell T. Stracener, SAE Fellow Leadership in Engineering EMIS 7305/5305.
Vibrationdata 1 Unit 18 Force Vibration Response Spectrum.
EGM 5653 Advanced Mechanics of Materials
William Prosser April 15, Introduction to Probability of Detection (POD) for Nondestructive Evaluation (NDE) This briefing is for status only and.
Rationale for Selected MIL-STD-1540E Thermal Test Requirement
Force Vibration Response Spectrum
FATIGUE TESTING Presented by- BIPIN KUMAR MISHRA 2011EME11 SHEELOO SINGH 2011EME08.
CHAPTER OBJECTIVES Show relationship of stress and strain using experimental methods to determine stress-strain diagram of a specific material Discuss.
Eduardo Ismael Hernández UPAEP University, MEXICO
© The Aerospace Corporation 2008 Rationale for Selected MIL-STD-1540E Thermal Test Requirement John W. Welch The Aerospace Corporation TFAWS
Common Small Pedestal Motor and Bearing Requirements. Introduction
Section 7.7 Introduction to Inference
STRUCTURAL DYNAMICS SEYE NIGUSSIE. Introduction WHAT IS STRUCTURAL DYNAMICS ?  Dynamics concerned with the study of force and motion which are time dependent.
MEMS Finite Element Analysis
Fatigue failure of materials
Chapter 4. Time Response I may not have gone where I intended to go, but I think I have ended up where I needed to be. Pusan National University Intelligent.
Definitions Cumulative time to failure (T): Mean life:
Presentation transcript:

Glenn Research Center at Lewis Field Random Vibration Testing of Hardware Tutorial 1 Fatigue Life Assessment William O. Hughes/7735 Mark E. McNelis/7735 July 22, 2004

Glenn Research Center at Lewis Field Random Vibration Testing of Hardware Tutorial 2 Introduction: Fatigue Life Assessment Vibration of space-flight hardware, from either ground random vibration testing or launch, fatigues the hardware. Every additional test or launch reduces the remaining fatigue life of that hardware. A methodology to provide guidance on establishing the qualification- test “demonstrated fatigue life” of a hardware design and estimating the remaining vibration fatigue life in identically-designed flight acceptance hardware units was provided in the Lewis Management Instruction (LMI) , March 19, That methodology may be used to demonstrate that sufficient useful life remains in the flight hardware unit for (re)test and subsequent flight. –This methodology is derived from the “Inverse Power Law Model” and the “Fatigue Damage Model Based upon the S-N Curve” However, the relationship between exposure duration, amplitude and fatigue damage inflicted on hardware is non-linear and material dependent, and one needs to use caution in judging the flightworthiness of hardware exposed to high frequency random vibration environments.

Glenn Research Center at Lewis Field Random Vibration Testing of Hardware Tutorial 3 Notes taken from “Dynamic Environmental Criteria” NASA-HDBK-7005, March 13, 2001 Inverse Power Law Model (time-to- failure related to rms dynamic loading) Equivalency Equation for two rms dynamic loads and times Idealized S-N Curve for Structural Materials Special case of the inverse power law describing the S-N curve (ignoring the fatigue limit) N = number of loading cycles to failure S = peak stress b and c are material constants

Glenn Research Center at Lewis Field Random Vibration Testing of Hardware Tutorial 4 Fatigue Life Assessment Requires Prototype Hardware Program Prototype programs allows an assessment to be made of remaining “fatigue life”: –Qualification testing of the qualification hardware establishes the “test demonstrated fatigue life” for the hardware design. –The identically-designed flight hardware may confidently be acceptance tested and launched, if these events do not extend beyond the previously demonstrated fatigue life. Any remaining fatigue life can be “allotted” to additional ground tests, reflights, etc. Protoflight programs have no test demonstrated fatigue life. –Unknown remaining fatigue life.

Glenn Research Center at Lewis Field Random Vibration Testing of Hardware Tutorial 5 “Vibration Life Section” from LMI “The following formulation for determining vibration life is offered as guidance to be used when no alternate or preferred method is known by the project.” “(1) The allowable accumulated duration of acceptance test vibration and flight vibration of any flight hardware, for which a vibration qualification test has been performed, shall not exceed 30 percent of the previously demonstrated capability at the equivalent acceptance test amplitude. Prior demonstration at amplitudes greater than acceptance test amplitudes add to the capability in proportion to the time of exposure and to the ratio of the RMS amplitude raised to the power b, where b is the inverse slope of stress verses number of cycles fatigue curve (i.e., the “S-N” curve) for the most fatigue critical material in the item. This relationship is formulated as: T A = 0.3 [ T O (G O /G A ) b + T 1 (G 1 /G A ) b ]

Glenn Research Center at Lewis Field Random Vibration Testing of Hardware Tutorial 6 “Vibration Life Section” from LMI (cont.) T A = 0.3 [ T O (G O /G A ) b + T 1 (G 1 /G A ) b ] Where: T A = Maximum time of flight or laboratory vibration at acceptance test amplitudes allowed on flight equipment prior to last flight; that is, one flight remains when T A = 0. T O = Minimum time of vibration at qualification amplitudes previously demonstrated without fatigue failure on equipment of identical design. T 1 = Minimum time of vibration at acceptance test amplitudes previously accumulated on the same equipment that was subjected to T o. G O = Vibration acceleration qualification amplitude (Grms). G 1 = Vibration acceleration acceptance test amplitude (Grms) previously applied to the demonstration unit for the duration T 1. G A = Vibration acceleration acceptance test amplitude (Grms) to which flight equipment is subjected and which must not exceed G 1.” b = fatigue exponent “(2) This relationship should be applied on a per axis basis and is appropriate only when the spectral shapes are identical for each vibration acceleration amplitude. If the value of b is not known, then a value of b = 2.4 shall be used.”

Glenn Research Center at Lewis Field Random Vibration Testing of Hardware Tutorial 7 Example: Fatigue Life Calculation Assume Maximum Expected Flight Environment (MEFL) is 3.0 Grms for a flight launch duration of 0.5 minutes Utilizing the Prototype Hardware Program Test Philosophy (the combining of workmanship test levels with these flight-based levels is ignored for this example): Qualification Unit is tested for 2 minutes at 4.23 Grms (MEFL + 3 dB; 2 minutes/axes) Acceptance Flight Unit tested for 1 min at 2.13 Grms (MEFL – 3dB; 1 minute/axes) Then, T O = 2 minutes, G O = 4.23 Grms, T 1 = 0 (no acceptance level testing on Qualification Unit), G 1 = 2.13 Grms, G A = 2.13 Grms, b = 2.4 (assume copper wire), and: T A = 0.3 [ 2(4.23 / 2.13) (2.13 / 3.0) 2.4 ] = 0.3 (10.38 minutes) T A = 3.11 minutes

Glenn Research Center at Lewis Field Random Vibration Testing of Hardware Tutorial 8 Example: Fatigue Life Calculation (cont.) Interpretation of T A = 3.11 minutes : Qualification Unit has demonstrated that Acceptance Flight Unit (design) can survive vibration at the acceptance test level (of 2.13 Grms) for 3.11 minutes. Fatigue Life Remaining on Acceptance Flight Unit at acceptance test levels (after accounting for performing normal acceptance vibration test of flight unit and launching flight unit) = 0.97 minutes, since: Fatigue Life Remaining = T A – 1 acceptance test – 1 flight = (3.11 – 1.00 – 1.14) minutes = 0.97 minutes Since 1 acceptance test = 1.0 minute at the 2.13 Grms acceptance test level Since 1 flight (at 3.0 Grms for 0.5 minute) = 1.14 minutes (T Ae ) at the 2.13 Grms acceptance level, derived from the (inverse power law) equivalency equation: T Ae =T f (G f /G A ) b, where T Ae = the equivalent acceptance test time for one flight, T f = flight duration, G f =vibration acceleration flight amplitude (Grms), G A =vibration acceleration acceptance test amplitude (Grms)

Glenn Research Center at Lewis Field Random Vibration Testing of Hardware Tutorial 9 Additional Notes on Fatigue Life Hardware may have more (unknown) life than indicated (beyond what was demonstrated in qualification test) The fatigue exponent “b” will vary depending upon the material under stress. Some possible values include: b=2.4 for electronic equipment (assumes copper wire) b=4.0 for complex electrical and electronic equipment items b=8.0 for un-notched steel and aluminum alloys structures, under random vibration loading Other types of failure modes besides “fatigue based on S-N curve” are possible (such as first passage critical threshold failures, or fatigue based on crack growth).