University of Portland School of Engineering ME Failure Analysis Assignment 7, Fall 20 I0

Similar documents
A L A BA M A L A W R E V IE W

LUCHT- EN RUIMTEVAARTLABORATORIUM

T h e C S E T I P r o j e c t

Load Sequence Interaction Effects in Structural Durability

176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s

Examination in Damage Mechanics and Life Analysis (TMHL61) LiTH Part 1

Massachusetts Institute of Technology Department of Mechanical Engineering Cambridge, MA 02139

Cyby TISIA E. Document No. - "/r ".. TECHNICAL LIBRARY /, Copy No. /- ' E. E. Secher. 2 uut15. No. EM JReport

necessita d'interrogare il cielo

V Predicted Weldment Fatigue Behavior AM 11/03 1

, N U No TORSIOI_AL S _TP_ENG_'w OF N!oKEL,4 STEEL AND DURALU}_iN TUBING. AS AFFECTED BY THE RATIO OF DIA}:_ETER TO CCaGE THICKNESS.

, -,."-~,.,,.._..Numerical Analysis: Midterm Exam. SoL.,---~~-,

MMJ1133 FATIGUE AND FRACTURE MECHANICS E ENGINEERING FRACTURE MECHANICS

A STUDY ON FATIGUE CRACK GROWTH IN CONCRETE IN THE PRE-PARIS REGION

r(j) -::::.- --X U.;,..;...-h_D_Vl_5_ :;;2.. Name: ~s'~o--=-i Class; Date: ID: A

MODIFIED MONTE CARLO WITH LATIN HYPERCUBE METHOD

Treatment of Constraint in Non-Linear Fracture Mechanics

APPH 4200 Physics of Fluids

t I 7% I 4,.-z B q qt]t?jo p 0 1u p? q i -p qq Ll/D gq 'i v , I), I/ 'l/ q,{] 1o /'I I I 11 J,,3 j}frj(p I z' L-L W q,1,v <ft 'l) T>

Towards The. Design of Super Columns. Prof. AbdulQader Najmi

Pledged_----=-+ ---'l\...--m~\r----

::::l<r/ L- 1-1>(=-ft\ii--r(~1J~:::: Fo. l. AG -=(0,.2,L}> M - &-c ==- < ) I) ~..-.::.1 ( \ I 0. /:rf!:,-t- f1c =- <I _,, -2...

P a g e 5 1 of R e p o r t P B 4 / 0 9

New Life in Fatigue KIVI NIRIA HOUSTON, WE HAVE A PROBLEM...

APPH 4200 Physics of Fluids

Stress intensity factor analysis for an interface crack between dissimilar isotropic materials

Transactions on Modelling and Simulation vol 9, 1995 WIT Press, ISSN X

e2- THE FRANKLIN INSTITUTE We" D4rL E; 77.e //SY" Laboratories for Research and Development ceizrrra L , Ps" /.7.5-evr ge)/+.

I (7, Iss-o) a) Which variable should be dependent and whic::yhould be independent? ~.e-~44o'&..t. ~'~'--!-IL. ~4-'.~ ~ ~.J~

2. T H E , ( 7 ) 2 2 ij ij. p i s

OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9

MMJ1133 FATIGUE AND FRACTURE MECHANICS A - INTRODUCTION INTRODUCTION

I-1. rei. o & A ;l{ o v(l) o t. e 6rf, \o. afl. 6rt {'il l'i. S o S S. l"l. \o a S lrh S \ S s l'l {a ra \o r' tn $ ra S \ S SG{ $ao. \ S l"l. \ (?

~,. :'lr. H ~ j. l' ", ...,~l. 0 '" ~ bl '!; 1'1. :<! f'~.., I,," r: t,... r':l G. t r,. 1'1 [<, ."" f'" 1n. t.1 ~- n I'>' 1:1 , I. <1 ~'..

CHAPTER 9 FAILURE PROBLEM SOLUTIONS

Multiaxial Fatigue. Professor Darrell F. Socie. Department of Mechanical Science and Engineering University of Illinois at Urbana-Champaign

Parts Manual. EPIC II Critical Care Bed REF 2031

Stress Concentration. Professor Darrell F. Socie Darrell Socie, All Rights Reserved

Solid Mechanics Homework Answers

KEYTOPS FOR MODEL 28 TELETYPEWRITER SETS. Model 28 Keytops are gray green plastic with white characters, unless otherwise specified.

THE THRESHOLD STRESS INTENSITY RANGE IN FATIGUE

Bayesian Knowledge Fusion in Prognostics and Health Management A Case Study

MPM 2D Final Exam Prep 2, June b) Y = 2(x + 1)2-18. ~..: 2. (xl- 1:'}")( t J') -' ( B. vi::: 2 ~ 1-'+ 4 1<. -t-:2 -( 6! '.

Tentamen/Examination TMHL61

Chapter 30 Design and Analysis of

Jsee x dx = In Isec x + tanxl + C Jcsc x dx = - In I cscx + cotxl + C

P a g e 3 6 of R e p o r t P B 4 / 0 9

bounty Herald Times THURSDAY,- SEPTEMBER!7, 1925

Validity of fracture mechanics concepts applied to wood by finite element calculation

Vera Babe!,ku Math Lecture 1. Introduction 0 9.1, 9.2, 9.3. o Syllabus

CRACK BIFURCATION AS A RETARDATION MECHANISM

Read each question and its parts carefully before starting. Show all your work. Give units with your answers (where appropriate). 1 / 3 F.

E ect of stress ratio and specimen thickness on fatigue crack growth of CK45 steel

Executive Committee and Officers ( )

FRACTURE IN PBX 9501 AT LOW RATES

Integrated II: Unit 2 Study Guide 2. Find the value of s. (s - 2) 2 = 200. ~ :-!:[Uost. ~-~::~~n. '!JJori. s: ~ &:Ll()J~

Tausend Und Eine Nacht

Engineering Fracture Mechanics Prof. K. Ramesh Department of Applied Mechanics Indian Institute of Technology, Madras

o C *$ go ! b», S AT? g (i * ^ fc fa fa U - S 8 += C fl o.2h 2 fl 'fl O ' 0> fl l-h cvo *, &! 5 a o3 a; O g 02 QJ 01 fls g! r«'-fl O fl s- ccco

How to construct international inputoutput

Fiber / Toughened Epoxy Composites under

DESIGN FOR FATIGUE STRENGTH

Thus is demonstrated the importance of a study of and interest in fatigue damage.

Derivation of Paris Law Parameters from S-N Curve Data: a Bayesian Approach

Alloy Choice by Assessing Epistemic and Aleatory Uncertainty in the Crack Growth Rates

The Changing Landscape of Tax Administration: Hot Topics of IRS Audits of Partnerships and S Corporations (Slides)

THIS PAGE DECLASSIFIED IAW E

SMA Technical Memorandum 121

Stress concentrations, fracture and fatigue

UNIVERSITY OF CALIFORNIA College of Engineering Department of Electrical Engineering and Computer Sciences. Midterm I

3.5 NOTES: Separating Ions. We can find out which ions are in a solution and separate ions out of solution using 2 methods:

SOUTHWESTERN ELECTRIC POWER COMPANY SCHEDULE H-6.1b NUCLEAR UNIT OUTAGE DATA. For the Test Year Ended March 31, 2009

-Z ONGRE::IONAL ACTION ON FY 1987 SUPPLEMENTAL 1/1

D. Nelson, P. Kruger, A. Hunsbedt Stanford University

PHYS 232 QUIZ minutes.


Pg #11-13, 15, 17, 18, AND Pg # 3-5, 12-15, 19, 20, 25, 27

[5] Stress and Strain

Elastic Properties of Solid Materials. Notes based on those by James Irvine at

YHJ - XJ\L2 ] (c) Compute XSin[J]\ and

Endurance Strength Pg 274

Rheological Properties and Fatigue Resistance of Crumb Rubber Modified Bitumen

Design of Reinforced Concrete Beam for Shear

RELIABILITY CONSIDERATION ON A REPAIRABLE MULTICOMPONENT SYSTEM WITH REDUNDANCY IN PARALLEL

Analysis of the A-C Voltage Control Circuit with Parallel Connection of SCR and Reactor"

rig T h e y plod vault with < abort Ve i waiting for nj tld arrivi distant friend To whom wondering gram?" "To James Boynton." worded?

u4 ~ ~~-Jk~ ~~.~h4t -Jk. ~ ~ 1:;tK.t ~..~~ ~.~~ ~~!t-o 0j~~ ~ wd/l ~ C0n~ 1~J4.(kvl ~. NAME:~ ~.. PERIOD: ~~~.&m~.. OVER CH 13 HOMEWORK.

f~ 72- C- V z ::::/2- ( g.'67>«0 -(" f )((67- V Y

Elastic-Plastic Fracture Mechanics. Professor S. Suresh

Total Possible Points = 150 Points. 1) David has 980 yards of fencing and wishes to enclose a rectangular area. (2.5 points) + '3 b. 7 + Ib+3, tf-.

THE TRANSLATION PLANES OF ORDER 49 AND THEIR AUTOMORPHISM GROUPS

-74- Chapter 6 Simulation Results. 6.1 Simulation Results by Applying UGV theories for USV

WALL D*TA PRINT-OUT. 3 nmth ZONE

Sample Questions for the ME328 Machine Design Final Examination Closed notes, closed book, no calculator.

Need Help? Need Help? WebAssign Math 125 HW_1C (Homework) If f(x) = ex -

X has a higher value of the Young modulus. Y has a lower maximum tensile stress than X

FME461 Engineering Design II

Using the Rational Root Theorem to Find Real and Imaginary Roots Real roots can be one of two types: ra...-\; 0 or - l (- - ONLl --

Purpose of this Guide: To thoroughly prepare students for the exact types of problems that will be on Exam 3.

QJ) Zz LI Zz. Dd Jj. Jj Ww J' J Ww. Jj Ww. Jj I\~~ SOUN,DS AND LETTERS

Transcription:

University of Portland School of Engineering ME 421 Failure Analysis Assignment 7 Fall 20 0 Case Study Read the Mars Climate Orbiter article (link on course web page) and the Deepwater Horizon NY Time article (link below) to gain some background as to the root cause of these accidents. n about onehalf page explain similarities between the accidents of Space Shuttle Columbia Mars Climate Orbiter and Deepwater Horizon. Discuss general lessons learned (decision "root cause" not technical details). Link to the NY Times article on the Deepwater Horizon and be sure to watch the 2 minute video clip BEFORE reading the article (it will help you understand the article): http: //www.nytimes.comj2010/06/21 /us/2blowout.html?pagewanted= 1& r= 1 Fracture Mechanics and Fatigue. Assume fatigue loading Smax= 20ksi and Smin = O. How many cycles are required for the following cracks to grow J!4 inch longer than they start out at and how many cycles are required for them"both to grow to a final length of inch? Assume there is an edgecrack and the plate is very wide (small a/w). Use the Paris Law with n = 4 and C = 1X0 8. Note that this will be very low cycle fatigue and Paris Law is not really valid. Using a spreadsheet plot crack length verses number of cycles for an edge crack for both (a) and (b) (on the same graph). a) original crack length of 0.10 inch b) original crack length of 0.25 inch c) Repeat the above except use integration rather than numerical method. Compare the answers. 2. n order to solve future problems (such as problem 3 below) you need to establish an equation governing the steady crack growth. You receive a sample of the same steel that failed in Problem 3 and conduct a test. The test parameters are : a) constant sinusoidal stress amplitude b) Smin is 3ksi and Smax is S ksi c) center cracked panel; W= 6 inches; B = 0.1 inches; yield stress = 48 ksi d) K1c = 80 ksi root(inch) The following are the results showing crack length (a) after a given number of cycles (N): a = 0.05 N=O a = 0.2 N=24000

a = 0.4 N=54000 a = 0.7 N=68000 a = 1.0 N =74000 a = 2.0 N=77000 determine the Paris Law equation for this material. Hint create a graph (Excel) of logfda/dn) vs. log (L.K). Throwaway any data that does not fit on the straight line (i.e. those that don't obey Paris Law). Fit a straight line through the remaining points. "n" is the slope of the line 10g(C) is the yintercept. Hint you should get values of n=4 and C = 3.21XO'O 3. You have received a fractured item from a field failure. You see that the primary mode of failure was high cycle fatigue which originated from a sharp notch 0.5 inches deep ( 1/2 inch edge crack perhaps a quench crack). This can be considered to be an edgecrack in a large wide plate. Using an SEM (scanning electron microscope) you measure the fatigue striations near the starter crack to be about 8X 0 6 inches/cycle. You know that the stress ratio R was zero and the stress amplitude was nearly constant. Determine the peak cyclic stress. You must complete Problem 2 before solving this problem. 4. The following fatigue test data was acquired for nconel X750 at room temperature (25 C). L1K = 18 MPa rootmeter da/dn = 9XO 6 mm/cycle L1K = 50 MPa rootmeter da/dn = XO3 mrnlcycle An SEM image of the fracture surface of nconel X750 tested at 650 C is shown below. The loading conditions for this specimen was 35 MPa rootmeter. Does the fatigue rate for this material increase decrease or stay the same at 650 C? llof'jl.

So 10 h... t /. (;;/ 4'!.s <s..._.: o f::... s:. J. s: () f. bc(.k t &.<.) 0/ er.l p axx?r _ c:.:: / KO "'= ( Poor l... ) "P..rl C /..ou.) f. ep e./.vl k : 1 J. " F...; ; u'sj... 'S6 (" _O... "'ll!_.1 i e J ""'oq_jt. e.2 3.. ot t.. C.. ) N.t' J) J " e. c\ &J th v's.'.l' " 'l\. e.. r \.r d " AC\.. A tv r C( ': 0.' Q = 0 "5 S 't :;. o q... :O.Z S 7li C( z: C. C('=.O c.t AK)"'" J U Of AK:::.'7CJ {S);;;::'.a'S.:: "2..0 {t::;. 'eo l 0 /:::.'.: Z6fci '" Q o. C zs o.35 e.50 1.0 0... A.. "' Ll A' ::. r: ( J\.c\ \"0 ' "D.c.. p exc: oq... ( e..lh...../ "'1. C(."..: O.oJ t... ) NTft!j"'" ( +r f'. a.g z: O. 0 J" ) 2/16 '2.7'/0/ ZLf>g 2'11 2531 4Q.. 0.01 c..(

z../ ++'::...L..=_ s: 0.) "1C a.: 0 c.3 rj = 21'.58... Z 19 U 8. 0 0 J.J=Z5/21 O=.3'('{ s: _= 0 _'Z.S T:=. 0 o V=. 2 'f'7 { z. ( 7 7 _z.es 7<S 1.00 AJ = L.53' 2 t l( = 7 +' C:O O.5 S.: O. ( 0... { :1b) 4 ::: O. 2S C\.:.C>. "A./= 8'0 6 =0. "Z...;S = ( b V.z: ZO

'P... c:)j. Given: a delta a delta K C(dK)/l n delta N Ntot Smax 20 ksi 0.01 0 Smin 0 0.02 0.01 6 1.00E05 9.96E+02 996 n 4 0.03 0.01 7 2.26E05 4.43E+02 1439 C 1.00E08 0.04 0.01 8 4.01E05 2.49E+02 1688 edge crack small alw 0.05 1 0.01 9 6.27E05 1.59E+02 1848 Find: number of cycles to grow 0.25" more and number of cycles to reach acrit 0.06 0.01 10 9.03E05 1.11E+02 1958 0.07 0.01 11 1.23E04 8.13E+01 2040 0.08 0.01 11 1.61E04 6.23E+01 2102 0.09 0.01 12 2.03E04 4.92E+01 2151 0.1 0.01 13 2.51E04 3.99E+01 2191 part a) aortq 0.01 0.11 0.01 131 3.04E04 3.29E+01 2224 part b) aoriq 0.25 0.12 0.01 14 3.61E04 2.77E+01 2252 0.13 0.01 14 4.24E04 2.36E+01 2275 0.14 0.01 15 4.92E04 2.03E+01 2296 0.15 0.01 15 5.65E04 1.77E+01 2313 0.16 0.01 16 6.42E04 1.56E+01 2329 0.17 0.01 16 7.25E04 1.38E+01 2343 Ntot 0.18 0.01 17 8.13E04 1.23E+01 2355 0.19 0.01 17 9.06E04 1.10E+01 2366 3000 1 0.2 0.01 18 1.00E03 9.96E+00 2376 2500 r 2000 1500 0.21 0.01 18 1.11E03 9.04E+OO 2385 0.22 0.01 19 1.21E03 8.23E+00 2393 0.23 0.01 19 1.33E03 7.53E+00 2401 0.24 0.01 19 1.45E03 6.92E+00 2408 0.25 0.01 20 1 1.57E03 6.38E+00 2414 1000 0.26 0.01 20 1.70E03 5.90E+00 2420 0.27 0.01 21 1 1.83E03 5.47E+00 2425 500 0.28 0.01 21 1.97E03 5.08E+00 2430 0 0.29 0.01 21 2.11E03 4.74E+00 2435 0.3 0.01 22 2.26E03 4.43E+00 2440 j i 0 0.2 0.4 0.6 0.8 1 1.2 0.31 0.01 22 2.41E03 4.15E+00 2444 0.32 0.01 23 2.57E03 3.89E+00 2448 0.33 0.01 23 2.73E03 3.66E+00 2451 0.34 0.01 23 2.90E03 3.45E+00 2455 0.35 0.01 24 3.07E03 3.25E+00 2458 0.36 0.01 24 3.25E03 3.08E+00 2461 1 0.37 0.01 24 3.44E03 2.91E+00 2464 0.38 0.01 25 3.62E03 2.76E+00 2467 0.39 0.01 25 3.82E03 2.62E+001 2469

3 7 Gr...... '0 Cl () r.0.5 r" z.o O."fo n.to 1.0 0 5._= 15 /c.s; S _J_:: 3 }e:...' c. e.v...lee Lu <0 =c.1 :: L(k. Kr= V 0 2...'100 c 5 '1.00 a:;o 7'1. 000 ; J:::' it 1oo D..e. l«""" M 77 coe A K s: ( ) '"&. (l1cr7j 0. ' s...a..l\ 0::: "... S /"_... JS /c.o. J "3::..'.c: 12 1=:5/ 11 1<?c...r.. s. L.bL.""\ '"Pa.a C ltv'.:: / L. VTT'tQ.V ( CCl5 7Tv_) 72 &c..f.{ F:. a. JJ A \AN Q_ ". 'lkoo» 0 6.Z.o o.2.uo 1liOO 'Z.J.{co J ( 0.2.+0. 05) T

L Co 0 'Pa 111.1'&0 1../ '" \..L..'\ CL a; il 11 1 ' 1 ; ACL 5 Sol fs D lo 6.J \/..3 de (4') +: <".:5 sf " er.6s. ""d :..JoS kclil:u l:. «rla... P. ill \oj S e.1s r...j.s.f...nc..:_k:j (1... \ " e: L.f 6 /l. _ 0/9 \1\== Lf. O '«e):: {.'{9"i ) / 0 r= s. Zc./o J J :

Prob2 a N da dn da/dn ave a dk log(daldn) fg(dk) log(da/dn) 0.05 1 o 0.20 1 24000 0.15 24000 0.00000625 0.125 7.53 5.20 0.88 5.20 0.40 1 54000 0.2 30000 6.6667E06 0.3 11.72 5.18 1.07 5.18 0.70 1 68000 0.3 14000 2.1429E05 0.55 16.11 4.67 1.21 4.67 1.00 1 74000 0.3 6000 0.00005 0.85 20.64 4.30 1.31 4.30 2.00 1 77000 1 3000 0.00033333 1.5 30.98 3.48 1.49 3.48 daldn vs delta K o 0.2 0.4 0.6 0.8 1.2 1.4 1.6 2 : 3 "C j ' Doesn't "fit'" < l 6..1 _ log(delta K) "linear" data points only i 0.00 O.Do 0.20 040 0.60 0.80 1.00 1.20 140 1.60 1.00 2.00 2 C "C 3.00 4.00.OO 6.00 log (delta K) Y '" 4.0047x 9.4938././! Page 1

3. 6' "'«0 ;; L( c.= 3. Z K/O..b?t..s L... = 0 S"......L J..J r.. 1 " " " / \... 1"'"1..:: 0" ru / c.;:r... "d1j ::: f2=ch r:..j. < (' S)"'"=O). S Ass «.»?C&f... L Ve4 6eP _. \ LtFfv\ C <6. ol...j. J] V"") 0 0 (.!J.. loxv LiJ 5 ) )(T t.91'. r41l L L o ( )(. 0 C7' u. Tv... CCA ) 104 ( )......" ) b). ' f) = 1 (3.z. 'G) + Ll lo! ( AlL)...J". 10.) (At ) (; ) \ 0"..1 l'.. Ll({ /7. b e:: J.cr'1[)... A z:... 0 s. 7 )c.s.l

"J r (\... 1 sa oj RcslU..l) K: J...O V = 9oC. A 1<.: S6 lu:: )C/O. 1'.. 'S %yc.l "V".. ci :.J. /.J G5C)c:. +L SO c J 1 t. _ (tl +t>::67:; t==='o 1f1J EnccA./ pfcr1 fo(' AK.= 35 HPJ:l L 7""""%)?:> L; \u.. w / r2 T el..:: X/D "f c. 3 )<ofb 14% 4=.:..:::k;;)_' o

RT Delta K da/dn (mm/cyc) log(delta K) log(da/dn) 18 9.00E06 1.26 5.05 50 1.00E03 1.70 3.00 35 8.30E04 1.54 3.08 Prob4 0.00... _. 1.00 O. JO 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 3.00 // 4.00 + r 5.00 j..: 6.00 ' log (delta K)