NONLINEAR CONSTANT LIFE MODEL FOR FATIGUE LIFE PREDICTION OF COMPOSITE MATERIALS

Size: px
Start display at page:

Download "NONLINEAR CONSTANT LIFE MODEL FOR FATIGUE LIFE PREDICTION OF COMPOSITE MATERIALS"

Transcription

1 18 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS NONLINEAR CONSTANT LIFE MODEL FOR FATIGUE LIFE PREDICTION OF COMPOSITE MATERIALS T. Prk 1, M. Ki 1, B. Jng 1, J. Lee 2, J. Prk 3 * 1 Grdute School, Kore Aerospce University, Koyng, Republic of Kore, 2 Srt UAV Developent, Kore Aerospce Reserch Institute, Dejeon, Republic of Kore, 3 School of Aerospce nd Mechnicl Engineering, Kore Aerospce University, Koyng, Republic of Kore * Corresponding uthor (jungsun@ku.c.kr) Keywords: Coposites, Life prediction, S-N curves, Constnt life digr 1 Introduction Coposite terils re widely used to ircrft nd spcecrft due to its light-weight, yet excellent echnicl properties copred to etl by using its directionl chrcteristics. Mny studies hve been done for ftigue filure of coposite teril becuse ftigue is one of the in cuses of filure. For estiting the ftigue life, the criticl points re the S-N type selection, sttisticl interprettion of ftigue dt, selection of the pproprite constnt life digr forultion, ftigue filure criterion, nd the dge sution rule [1,2]. Aong these criticl points, we focused on the effect of CLD forultion on life prediction. The clssic liner Goodn digr[3] is the ost widely used CLD, becuse of its siplicity. But it is not suitble for coposite terils becuse of its dge echniss under tension nd copression is different. Therefore stright lines connecting the UTS nd UCS with points of the R 1 line for different nubers of cycles re not cpble to describe the ftigue behvior of coposite terils. Severl different odels hve been presented in the literture to properly describe chrcteristics of coposite terils. Strting fro the bsic ide of Goodn digr nd the nonliner Gerber eqution, different odifictions were proposed. Bsed on the liner interpoltion between different S-N curves in odified Goodn digr concept[4-6], nlyticl expressions of ny desired S-N curve so clled piecewise liner CLD is developed by Philippidis et l [2]. Coprison of CLDs by predicting bility of new S-N curve shows tht piecewise liner CLD is the ost ccurte of the copred forultions when ore thn three S-N curves vilble. More ccurte estition of ftigue life is possible with incresing nuber of S-N curves. But it cnnot properly describe for ftigue behvior with vrying R-rtio when fewer S-N curves vilble due to its liner chrcteristics. Kwi[7,8] proposed nonliner CLD tht cn be derived by using only one criticl S-N curve. The criticl R-rtio is equl to the rtio of the UCS over UTS of the exined teril. The in drwbck of this odel is the need for experientl dt for this specific S-N curve. Therefore, it cnnot be pplied to existing ftigue dtbses. However, the iniu ount of dt required is n dvntge of the ethodology. In this study, nonliner constnt life digr forultion is proposed nd the influence of the constnt life digr forultion on the prediction of the ftigue life ws exined. The proposed odel needs three or ore S-N curves nd requires nonliner regression process. With sll nuber of vilble S-N curves, proposed CLD odel cn describe ftigue behvior ore properly with vrying R-rtio copred to piecewise liner odel which is currently the ost ccurte CLD. The ost coonly used CLD forultions re evluted ccording to its ccurcy of estition for unknown S-N curves. Bsed on the results, recoendtions concerning the pplicbility, dvntges nd disdvntges of ech of the exined CLD forultions re discussed. 2 Theories of CLD odel Constnt life digr ws creted to consider the effect of the en stress nd teril nisotropy on the ftigue life of the coposite teril. CLD cts s ster digr nd represents constnt ftigue life behvior for entire rnge of loding type (cop-

2 ression-copression, tension-copression, nd tension-tension loding). CLD kes it possible to estite S-N curve for specific loding ptterns for which no experientl dt exist. The in preters of CLD re the en stress,, the lternting stress,, nd the R-rtio, which defined s the iniu stress over the xiu stress. 2.1 Liner CLD The liner CLD odel is bsed on single S-N curve tht should be experientlly derived under fully reversed loding( R 1 ). Constnt life lines re creted by connecting constnt life dt points nd sttic strength. Unknown S-N curves re siply clculted by liner interpoltion. This CLD odel constitutes odifiction of the Goodn line[3]. The generl forule of the odel re: (1 ( / UTS)), For (1) (1 ( / UCS)), For (2) where, is the cyclic stress plitude for given constnt vlue of life N under ftigue loding. 2.2 Piecewise liner CLD [2] The piecewise liner CLD is derived by liner interpoltion between known S-N curves in the ( ) plne. A liited nuber of experientlly deterined S-N curves long with the ultite tensile nd copressive stresses of the terils re required for this CLD odel. Typiclly, S-N curves representing the entire rnge of possible loding re used for piecewise liner CLDs, norlly t R.1 for tension-tension loding, R 1for tension-copression loding, nd R 1 for copression-copression loding ptterns. Constnt life lines re constructed by connecting the se ftigue life cycle dt points on ech of the S-N curves. By liner interpoltion between known vlues of ftigue nd strength dt, unknown S-N curves re estited. Following nlyticl expressions for the description of ech region of the piecewise liner CLD were developed in [2]. 1. If R is in the T-T sector of the CLD, nd between UTS nd the first known R-rtio in the tension region, R 1TT, UTS ' (3) UTS r' r,1tt 1TT where, ' nd ',1 TT re the stress plitudes corresponding to R ' nd R 1TT, respectively nd ri (1 Ri) / (1 Ri), nd r' (1 R')/(1 R'). 2. If R is locted between ny of two known R- rtios, R i nd R i+1, i, ( r' ri 1) ' (4) i, ( r r') ( r' r ) i i, 1 3. If R is in the C-C region of the CLD, nd between UCS nd first known R-rtio in the copression region, R 1CC, UCS ' (5) UCS r' r,1cc 1 CC where, ' nd ',1 CC re the stress plitudes corresponding to R ' nd R 1CC, respectively. 2.3 Kwi s CLD [7,8] Kwi nd his coworkers developed n syetric constnt life digr, designted the nisoorphic constnt ftigue life (CFL) digr in [7]. Min feture of this forultion is tht it cn be constructed by using only one experientlly derived S-N curve, which is clled criticl S-N curve. The R-rtio of this S-N curve is defined s the rtio of the UCS over UTS of the teril. The forultion is bsed on three in ssuptions: 1. The stress plitude for given constnt vlue of ftigue life is gretest t the criticl stress rtio. 2. The shpe of the CFL curves chnges progressively fro stright line to prbol with incresing ftigue life. 3. The digr is bounded by the sttic filure envelope tht consists of two stright lines connecting the pek point on the criticl stright line with the UTS nd UCS, respectively. The CFL forultion depends on the position of the en stress, σ, in the doin [σ C, σ T ] s follows. (2 ) ( ), UTS UTS (6) (2 ) ( ), UCS UCS where, nd represent the lternting nd en stress coponents of the ftigue stress for given constnt vlue of life N under ftigue loding t the criticl stress rtio, UCS / UTS. The i1

3 NONLINEAR CONSTANT LIFE MODEL FOR FATIGUE LIFE PREDICTION OF COMPOSITE LAMINATES vrible denotes the ftigue strength rtio nd it is defined s x (7) B where, B (>) is the reference strength to define the pek of the sttic filure envelope in the ( ) plne. 2.4 Teyoung s CLD odel In this study, nonliner constnt life odel ws developed to describe ftigue behvior of coposite terils. Plotting constnt life dt in ( ) plne using S-N curves for different R-rtio shows constnt life dt vries with ftigue life cycles s well s lod type(i.e. copression or tensile lod). Constnt life line chnges its shpe depending on ftigue life cycles, N. It usully shows prbolic for(concve or convex) or liner for. In proposed CLD, nonlinerity is reflected yet it hs siple eqution nd clcultions. This forultion depends on the position of the en stress nd ftigue strength under fully reversed loding t given vlue of ftigue life. Following siple expressions re representing the proposed constnt life digr odel: T 1, For UTS (8) C 1, For UCS (9) where, is the cyclic stress plitude for given constnt vlue of life, N, under fully reversed loding. The tensile nd copressive fitting preter, α T nd α C, is clculted by nonliner regression. This vrible reflects the trend of the constnt life dt position. 3 Experientl dt The predicting ccurcy of ll the exined CLD forultions ws ssessed on two constnt plitude dt sets retrieved fro the dtbses. Ftigue dt fro tests under vrious stress rtio including tension tension, tension copression, nd copression copression loding cn be found in these dtbses. 3.1 Mteril #1 GFRP ultidirectionl speciens cut t 45 off-xis fro linte with stcking sequence of [/(±45) 2 /] T, [6]. The constnt plitude ftigue test results re considered s the first exple for coprison of the CLD forultions. The selected test set is consisted of 57 vlid ftigue dt points which re distributed in four S-N curves, t stress rtios of.5,.1, -1 nd 1. The xiu cyclic stress level rnged between 45 nd 13 MP, nd loding cycles t filure between 142 nd 3.46 illion. Tests were conducted t frequency of 1 Hz. Detils of the teril nd testing procedures cn be found in [5]. The UTS for this teril ws deterined s 139 MP, nd the UCS ws 16 MP C T Fig.1. Dependence of the fitting preter, α, on life for teril # C T Fig.2. Dependence of the fitting preter, α, on life for teril #2. 3

4 C [MP] A [MP] D [MP] B [MP] 3.2 Mteril #2 The second teril is GFRP ultidirectionl speciens with stcking sequence of [9//±45 /] S, bsed on experientl ftigue dt fro the DOE/MSU dtbse[9]. In the DOE/MSU dtbse the teril hs the code ne DD16. The teril ws tested under constnt plitude for 12 R- rtios(.9,.8,.7,.5,.1, -.5, -1, -2, 1, 2, 1.43, nd 1.1). For coprison of CLD forultions, experientl dt were collected under six R-rtios (.8,.5,.1, -.5, -1, 1). The xiu stress level ws between 85 nd 5 MP, nd loding cycles t filure rnged fro 27 cycles to 3.4 illion. Detils of the teril nd test conditions cn be found in [9]. The UTS for this teril ws deterined s 632 MP, nd the UCS ws 42 MP. 4 Results Three of four(teril #1), nd four of six(teril #2) existing S-N curves nd the sttic strength vlues were used s input dt. The sttic strength rtio for the Kwi CLD re -.76, nd -.63, but no S-N curve under this R-rtio is vilble. So S-N curve t R 1 ws used for the construction of the liner nd the Kwi CLD. Fig.1. nd Fig.2. show chnge in fitting preter for ech teril. With incresing ftigue life cycles, copressive fitting preter, α C, shows significnt chnges, while tensile preter, α T, slightly chnging. 4.1 Mteril #1 CLDs bsed on the different forultions presented in Fig.3. Liner nd Kwi CLDs re inccurte for the exined teril, while the prediction of the piecewise liner digr for the S-N dt t R.5 is ccurte(r 2 =.85). For Kwi s odel, bsence of criticl S-N dt ight be the reson for the inccurte result. S-N dt prediction for the teril #1 by Proposed CLD odel ws shown the ost ccurte result(r 2 =.9). Fig.4. shows predicted S-N curves of different CLD forultions. 1 8 R=1 Used exp. dt Dt f or v lidtion Constnt lif e lines 1 8 R=1 Used exp. dt Dt f or v lidtion Constnt lif e lines 6 R=.1 6 R=.1 4 R=.5 4 R= [MP] [MP] 1 8 R=1 Used exp. dt Dt f or v lidtion Constnt lif e lines 1 8 R=1 Used exp. dt Dt f or v lidtion Constnt lif e lines 6 R=.1 6 R=.1 4 R=.5 4 R= [MP] [MP] Fig.3. Constnt life digrs for teril #1 (A-liner, B-piecewise liner, C-Kwi, D-Teyoung).

5 NONLINEAR CONSTANT LIFE MODEL FOR FATIGUE LIFE PREDICTION OF COMPOSITE LAMINATES 4.2 Mteril #2 Constnt life digrs ccording to the described odels re presented in Fig.5. The liner CLD is ccurte only for the prediction of the curve t the stress rtio, R.5 (R 2 =.86) but filed to ccurtely predict the curve t R.8. Kwi s odel filed to ccurtely predict the curve for both S-N dt t R.5 nd R.8. Inpproprite ssuption of criticl S-N dt ight be the reson for the inccurte result. The piecewise liner CLD predicted Tble.1. Predicting bility of the CLD forultions in ters of the coefficient of deterintion (R 2 ). Mt. #1 Mt. #2 R=.5 R=-.5 R=.8 Liner Pw. liner Kwi Proposed A [MP] R=1 R=-.5 R=.1 Used exp. dt Dt for vlidtion Constnt lif e lines R=.5 R= [MP] best result in both cses. The predictions of proposed CLD odel is slightly lower ccurcy thn tht of piecewise CLD. Fig.5. nd 6. show predicted S-N curve of CLD forultions. For R.5, it is observed tht proposed odel predicted conservtive S-N curve. x [MP] Exp. dt Liner Pw. Liner Kwi Tey oung Fig.4. Predicted S-N curves for teril #1 (R=.5). B [MP] R=1 R=-.5 R=.1 Used exp. dt Dt f or v lidtion Constnt lif e lines R=.5 R= [MP] C R=-.5 Used exp. dt Dt for vlidtion Constnt lif e lines D R=-.5 Used exp. dt Dt for vlidtion Constnt lif e lines [MP] R=1 R=.1 R=.5 R=.8 [MP] R=1 R=.1 R=.5 R= [MP] [MP] Fig.5. Constnt life digrs for teril #2 (A-liner, B-piecewise liner, C-Kwi, D- Teyoung). 5

6 5 Conclusions Nonliner constnt life odel ws developed nd proposed to describe ftigue behvior of coposite terils. And coprison of the coonly used nd proposed odels for derivtion of constnt life digrs for coposite terils ws crried out in this pper. Four ethods were described nd their prediction ccurcy ws evluted over constnt plitude ftigue dt of GFRP terils. As shown in result, inpproprite choice of constnt life digr cn produce very optiistic or very conservtive S-N curves, which could overestite or underestite life. Thus, the selection of n ccurte CLD forultion is essentil for the ccurcy of ftigue life prediction. The siplicity is offered by Liner nd Kwi s odel. These odels need iniu dt sets, but for Kwi s odel, dditionl experient of criticl S-N is inevitble becuse ost of the dtbses do not hve criticl experient dt. In this pper, the bsence of criticl S-N dt ight be the reson for the inccurte result. The piecewise liner odel predicted reltively ccurte S-N dt. But piecewise liner odel cnnot describe nonlinerity of ftigue behvior. The proposed nonliner CLD odel is reltively siple with siple equtions nd nonliner regression. The proposed odel predicted reltively ccurte S-N curves nd well described nonlinerity of ftigue life distribution. For ore relistic description of the ftigue behvior of coposite teril dditionl reserch will be perfored to iprove the ccurcy of this odel. References [1] I. P. Bond Ftigue life prediction for GRP subjected to vrible plitude ftigue. Coposites: Prt A, Vol. 3, pp , [2] T. P. Philippidis nd A. P. Vssilopoulos Life prediction ethodology for GFRP lintes under spectru loding. Coposites: Prt A, Vol. 35, pp , 24. [3] J. Goodn Mechnics pplied to engineering. Longn, Green & copny, London, [4] J. F. Mndell, D. D. Sborsky, L. Wng nd N. K. Whl New ftigue dt for wind turbine blde terils. Journl of Solr Energy Engineering, Vol. 125, pp , 23. [5] H. J. Sutherlnd nd J. F. Mndell Optiized constnt life digr for the nlysis of fiberglss coposites used in wind turbine bldes. Journl of Solr Energy Engineering, Vol. 127, pp , 25. [6] T. P. Philippidis nd A. P. Vssilopoulos Coplex stress stte effect on ftigue life of GRP lintes. Prt I, experientl. Interntionl Journl of Ftigue, Vol. 24, pp , 22. [7] M. Kwi nd M. Koizui Nonliner constnt ftigue life digrs for crbon/epoxy lintes t roo teperture. Coposites: Prt A, Vol. 38, pp , 27. [8] M. Kwi A ethod for identifying syetric dissiilr constnt ftigue life digrs for CFRP lintes. Key engineering terils, Vol , pp 61-64, 27. [9] J. F. Mndell nd D. D. Sborsky DOE/MSU coposite teril ftigue dtbse. Sndi Ntionl Lbortories, SAND97-32, 21. x [MP] Exp. dt Liner Pw. Liner Kwi Tey oung x [MP] Exp. dt Liner Pw. Liner Kwi Tey oung Fig.6. Predicted S-N curves for teril #2 (R=-.5) Fig.7. Predicted S-N curves for teril #2 (R=.8).

Influence of Mean Stress

Influence of Mean Stress Influence of Men tress Discussion hs been liited to copletely reversible stress thus fr. Mening = 0 However, there re ny instnces of dynic loding when en stress is nonzero. Men tresses Incresing en stress

More information

AN EXPERIMENTAL INVESTIGATION OF PENETRATION FAILURE MODES IN COMPOSITE LAMINATES

AN EXPERIMENTAL INVESTIGATION OF PENETRATION FAILURE MODES IN COMPOSITE LAMINATES 16 TH INTRNATIONAL CONFRNC ON COMPOSIT MATRIALS AN XPRIMNTAL INVSTIGATION OF PNTRATION FAILUR MODS IN COMPOSIT LAMINATS Guiping Zho*, Zhengho Wng**, Jinxin Zhng**, Chongdu Cho*** *MO Key Lbortory for Strength

More information

Contact Analysis on Large Negative Clearance Four-point Contact Ball Bearing

Contact Analysis on Large Negative Clearance Four-point Contact Ball Bearing Avilble online t www.sciencedirect.co rocedi ngineering 7 0 74 78 The Second SR Conference on ngineering Modelling nd Siultion CMS 0 Contct Anlysis on Lrge Negtive Clernce Four-point Contct Bll Bering

More information

The Atwood Machine OBJECTIVE INTRODUCTION APPARATUS THEORY

The Atwood Machine OBJECTIVE INTRODUCTION APPARATUS THEORY The Atwood Mchine OBJECTIVE To derive the ening of Newton's second lw of otion s it pplies to the Atwood chine. To explin how ss iblnce cn led to the ccelertion of the syste. To deterine the ccelertion

More information

NUMERICAL INTEGRATION. The inverse process to differentiation in calculus is integration. Mathematically, integration is represented by.

NUMERICAL INTEGRATION. The inverse process to differentiation in calculus is integration. Mathematically, integration is represented by. NUMERICAL INTEGRATION 1 Introduction The inverse process to differentition in clculus is integrtion. Mthemticlly, integrtion is represented by f(x) dx which stnds for the integrl of the function f(x) with

More information

Some History. Over the Next Several Days. Three Stages of Fatigue Failure. Identifying Fatigue Fractures. Three Approaches. Low vs.

Some History. Over the Next Several Days. Three Stages of Fatigue Failure. Identifying Fatigue Fractures. Three Approaches. Low vs. Over the Next everl Dys Wht is Ftigue? Epiricl Dt Estiting Endurnce/Ftigue trength trtegies for Anlysis oe History Ril The cr xles ll-iportnt icrocrck Role of stress concentns ¾oet irplnes ¾ Unixil Fully

More information

UNIQUENESS THEOREMS FOR ORDINARY DIFFERENTIAL EQUATIONS WITH HÖLDER CONTINUITY

UNIQUENESS THEOREMS FOR ORDINARY DIFFERENTIAL EQUATIONS WITH HÖLDER CONTINUITY UNIQUENESS THEOREMS FOR ORDINARY DIFFERENTIAL EQUATIONS WITH HÖLDER CONTINUITY YIFEI PAN, MEI WANG, AND YU YAN ABSTRACT We estblish soe uniqueness results ner 0 for ordinry differentil equtions of the

More information

Strength of materials II- Fatigue failure

Strength of materials II- Fatigue failure Ftigue filure is one of the so clled cuultive liit sttes. In opposite to instntneous liit sttes, the cuultive ones re hereditry, they depend not only on the instntneous loding (stress-strin) stte of the

More information

EFFECTIVE BUCKLING LENGTH OF COLUMNS IN SWAY FRAMEWORKS: COMPARISONS

EFFECTIVE BUCKLING LENGTH OF COLUMNS IN SWAY FRAMEWORKS: COMPARISONS IV EFFETIVE BUING ENGTH OF OUMN IN WAY FRAMEWOR: OMARION Ojectives In the present context, two different pproches re eployed to deterine the vlue the effective uckling length eff n c of colun n c out the

More information

UNIQUENESS THEOREMS FOR ORDINARY DIFFERENTIAL EQUATIONS WITH HÖLDER CONTINUITY

UNIQUENESS THEOREMS FOR ORDINARY DIFFERENTIAL EQUATIONS WITH HÖLDER CONTINUITY UNIQUENESS THEOREMS FOR ORDINARY DIFFERENTIAL EQUATIONS WITH HÖLDER CONTINUITY YIFEI PAN, MEI WANG, AND YU YAN ABSTRACT We study ordinry differentil equtions of the type u n t = fut with initil conditions

More information

Modeling of the impact on cylindrical composite shell as continuous patch loading

Modeling of the impact on cylindrical composite shell as continuous patch loading Interntionl Journl of Mechnicl & Mechtronics Engineering IJMME-IJENS Vol: No: 0 8 Modeling of the ipct on cylindricl coposite shell s continuous ptch loding * Frzin Firouzbdi, rn yob, M.R.rjndi, Soheil

More information

Probabilistic Fatigue Life Prediction Method for Notched Specimens Based on the Weakest-link theory

Probabilistic Fatigue Life Prediction Method for Notched Specimens Based on the Weakest-link theory 213 2 32 2 Mechnicl Science nd Technology for erospce Engineering Februry Vol. 32 213 o. 2 2116 Weibull Weibull Weibull - Weibull TC4 5% 1% 9% Weibull O346. 3 13-8728 213 2-164-6 Probbilistic Ftigue Life

More information

Progressive failure analysis of compression-loaded composite flat panel with cutout

Progressive failure analysis of compression-loaded composite flat panel with cutout Interntionl Journl on Theoreticl nd Applied Reserch in Mechnicl Engineering (IJTARME) Progressive filure nlysis of compression-loded composite flt pnel with cutout 1 Guspir S. Mkndr, 2 N.K. Chhpkhne, 3

More information

STRENGTH AND FATIGUE LIFE OF CARBON/EPOXY LAMINATES UNDER BIAXIAL LOADING

STRENGTH AND FATIGUE LIFE OF CARBON/EPOXY LAMINATES UNDER BIAXIAL LOADING STRENGTH AND FATIGUE LIFE OF CARBON/EPOXY LAMINATES UNDER BIAXIAL LOADING C. S. Lee, W. Hwng, H. C. Prk, nd K. S. Hn Deprtment o Mechnicl Engineering Pohng University o Science nd Technology, Pohng 79-784,

More information

INVESTIGATION OF THERMAL PROPERTIES OF SOIL BY IMPULSE METHOD Juraj Veselský

INVESTIGATION OF THERMAL PROPERTIES OF SOIL BY IMPULSE METHOD Juraj Veselský THERMOPHYSICS 6 October 6 5 INVESTIGATION OF THERMAL PROPERTIES OF SOIL BY IMPULSE METHOD Jurj Veselský Fculty of Civil Engineering STU Brtislv, Rdlinského, 8 68 Brtislv Abstrct The therl properties of

More information

Project A: Active Vibration Suppression of Lumped-Parameters Systems using Piezoelectric Inertial Actuators *

Project A: Active Vibration Suppression of Lumped-Parameters Systems using Piezoelectric Inertial Actuators * Project A: Active Vibrtion Suppression of Luped-Preters Systes using Piezoelectric Inertil Actutors * A dynic vibrtion bsorber referred to s ctive resontor bsorber (ARA) is considered here, while exploring

More information

Review of Calculus, cont d

Review of Calculus, cont d Jim Lmbers MAT 460 Fll Semester 2009-10 Lecture 3 Notes These notes correspond to Section 1.1 in the text. Review of Clculus, cont d Riemnn Sums nd the Definite Integrl There re mny cses in which some

More information

V E L O C I T Y a n d V E L O C I T Y P R E S S U R E I n A I R S Y S T E M S

V E L O C I T Y a n d V E L O C I T Y P R E S S U R E I n A I R S Y S T E M S V E L O C I T Y n d V E L O C I T Y R E S S U R E I n A I R S Y S T E M S A nlysis of fluid systes using ir re usully done voluetric bsis so the pressure version of the Bernoulli eqution is used. This

More information

COMPARISON OF THE MODELS OF POLARIZATION USED TO SIMULATE I-V CURVES OF AlGaN/GaN STRUCTURES

COMPARISON OF THE MODELS OF POLARIZATION USED TO SIMULATE I-V CURVES OF AlGaN/GaN STRUCTURES OMARISON OF THE MODELS OF OLARIZATION USED TO SIMULATE I-V URVES OF Al/ STRUTURES Jurj Rcko, Alen Grnová, eter Benko, Ldislv Hrth, Miroslv Mikolášek, Mgdlén Kdlečíková, Jurj Brez Slovk University of Technology,

More information

OXFORD H i g h e r E d u c a t i o n Oxford University Press, All rights reserved.

OXFORD H i g h e r E d u c a t i o n Oxford University Press, All rights reserved. Renshw: Mths for Econoics nswers to dditionl exercises Exercise.. Given: nd B 5 Find: () + B + B 7 8 (b) (c) (d) (e) B B B + B T B (where 8 B 6 B 6 8 B + B T denotes the trnspose of ) T 8 B 5 (f) (g) B

More information

AN ORIGINAL METHOD FOR URBAN TRAFFIC NOISE PREDICTION

AN ORIGINAL METHOD FOR URBAN TRAFFIC NOISE PREDICTION AN ORIGINA METHOD FOR URBAN TRAFFIC NOISE REDICTION Federico Rossi 1, Uberto Di Mtteo, Sofi Sioni 3 1 University of erugi Industril Engineering Deprtent oc. enti Bss 1, 05100, Terni, Itly frossi@unipg.it

More information

ESTIMATION OF THE MODULUS OF ELASTICITY FOR DAM CONCRETE

ESTIMATION OF THE MODULUS OF ELASTICITY FOR DAM CONCRETE ESTIMATION OF THE MODULUS OF ELASTICITY FOR DAM CONCRETE J. Vilrdell, A. Agudo, L. Agulló nd R. Gettu Universitt Politècnic de Ctluny, Deprtent of Construction Engineering, ETSECCPB-UPC, Edificio C-1,

More information

1.9 C 2 inner variations

1.9 C 2 inner variations 46 CHAPTER 1. INDIRECT METHODS 1.9 C 2 inner vritions So fr, we hve restricted ttention to liner vritions. These re vritions of the form vx; ǫ = ux + ǫφx where φ is in some liner perturbtion clss P, for

More information

SOLUTIONS TO CONCEPTS CHAPTER 6

SOLUTIONS TO CONCEPTS CHAPTER 6 SOLUIONS O CONCEPS CHAPE 6 1. Let ss of the block ro the freebody digr, 0...(1) velocity Agin 0 (fro (1)) g 4 g 4/g 4/10 0.4 he co-efficient of kinetic friction between the block nd the plne is 0.4. Due

More information

State space systems analysis (continued) Stability. A. Definitions A system is said to be Asymptotically Stable (AS) when it satisfies

State space systems analysis (continued) Stability. A. Definitions A system is said to be Asymptotically Stable (AS) when it satisfies Stte spce systems nlysis (continued) Stbility A. Definitions A system is sid to be Asymptoticlly Stble (AS) when it stisfies ut () = 0, t > 0 lim xt () 0. t A system is AS if nd only if the impulse response

More information

Verification Analysis of the Slope Stability

Verification Analysis of the Slope Stability Verifiction nul no. 3 Updte 04/016 Verifiction Anlysis of the Slope Stbility Progr: File: Slope Stbility Deo_v_en_03.gst In this verifiction nul you will find hnd-de verifiction nlysis of the stbility

More information

ECONOMETRIC THEORY. MODULE IV Lecture - 16 Predictions in Linear Regression Model

ECONOMETRIC THEORY. MODULE IV Lecture - 16 Predictions in Linear Regression Model ECONOMETRIC THEORY MODULE IV Lecture - 16 Predictions in Liner Regression Model Dr. Shlbh Deprtent of Mthetics nd Sttistics Indin Institute of Technology Knpur Prediction of vlues of study vrible An iportnt

More information

Steady Sate Analysis of Self-Excited Induction Generator using Phasor-Diagram Based Iterative Model

Steady Sate Analysis of Self-Excited Induction Generator using Phasor-Diagram Based Iterative Model WSS TNSTIONS on POW SYSTMS Knwrjit Singh Sndhu, Dheerj Joshi Stedy Ste nlysis of Self-xcited Induction Genertor using Phsor-Digr Bsed Itertive Model KNWJIT SINGH SNDHU & DHJ JOSHI Deprtent of lectricl

More information

KINEMATICS OF RIGID BODIES

KINEMATICS OF RIGID BODIES KINEMTICS OF RIGID ODIES Introduction In rigid body kinemtics, e use the reltionships governing the displcement, velocity nd ccelertion, but must lso ccount for the rottionl motion of the body. Description

More information

1.2. Linear Variable Coefficient Equations. y + b "! = a y + b " Remark: The case b = 0 and a non-constant can be solved with the same idea as above.

1.2. Linear Variable Coefficient Equations. y + b ! = a y + b  Remark: The case b = 0 and a non-constant can be solved with the same idea as above. 1 12 Liner Vrible Coefficient Equtions Section Objective(s): Review: Constnt Coefficient Equtions Solving Vrible Coefficient Equtions The Integrting Fctor Method The Bernoulli Eqution 121 Review: Constnt

More information

MA 131 Lecture Notes Calculus Sections 1.5 and 1.6 (and other material)

MA 131 Lecture Notes Calculus Sections 1.5 and 1.6 (and other material) MA Lecture Notes Clculus Sections.5 nd.6 (nd other teril) Algebr o Functions Su, Dierence, Product, nd Quotient o Functions Let nd g be two unctions with overlpping doins. Then or ll x coon to both doins,

More information

Phys101 Lecture 4,5 Dynamics: Newton s Laws of Motion

Phys101 Lecture 4,5 Dynamics: Newton s Laws of Motion Phys101 Lecture 4,5 Dynics: ewton s Lws of Motion Key points: ewton s second lw is vector eqution ction nd rection re cting on different objects ree-ody Digrs riction Inclines Ref: 4-1,2,3,4,5,6,7,8,9.

More information

Early View publication on (issue and page numbers not yet assigned; citable using Digital Object Identifier DOI)

Early View publication on  (issue and page numbers not yet assigned; citable using Digital Object Identifier DOI) rly View puliction on www.interscience.wiley.co (issue nd pge nuers not yet ssigned; citle using Digitl Oject Identifier DOI) phys. stt. sol. () 9 (008) / DOI 0.00/.0073470 www.-.co Theroluinescence glow-pek

More information

Lab Based Analysis of Speed Control of DC Motor by Using Different Semiconductor Power Converters

Lab Based Analysis of Speed Control of DC Motor by Using Different Semiconductor Power Converters Open Access Librry Journl Lb Bsed Anlysis of Speed Control of DC Motor by Using Different Seiconductor Power Converters Abdul Khlique Junejo, Ghull Mustf Bhutto, Munwr Ayz Meon, hsn Ali Buriro Deprtent

More information

Week 10: Line Integrals

Week 10: Line Integrals Week 10: Line Integrls Introduction In this finl week we return to prmetrised curves nd consider integrtion long such curves. We lredy sw this in Week 2 when we integrted long curve to find its length.

More information

Discussion Question 1A P212, Week 1 P211 Review: 2-D Motion with Uniform Force

Discussion Question 1A P212, Week 1 P211 Review: 2-D Motion with Uniform Force Discussion Question 1A P1, Week 1 P11 Review: -D otion with Unifor Force The thetics nd phsics of the proble below re siilr to probles ou will encounter in P1, where the force is due to the ction of n

More information

ADVANCEMENT OF THE CLOSELY COUPLED PROBES POTENTIAL DROP TECHNIQUE FOR NDE OF SURFACE CRACKS

ADVANCEMENT OF THE CLOSELY COUPLED PROBES POTENTIAL DROP TECHNIQUE FOR NDE OF SURFACE CRACKS ADVANCEMENT OF THE CLOSELY COUPLED PROBES POTENTIAL DROP TECHNIQUE FOR NDE OF SURFACE CRACKS F. Tkeo 1 nd M. Sk 1 Hchinohe Ntionl College of Technology, Hchinohe, Jpn; Tohoku University, Sendi, Jpn Abstrct:

More information

INVESTIGATION OF ASSESSMENT METHODS FOR RAILWAY MASONRY ARCH BRIDGES

INVESTIGATION OF ASSESSMENT METHODS FOR RAILWAY MASONRY ARCH BRIDGES th Interntionl onference on Arch Bridges October -7, 06, Wrocłw, Polnd INVESTIGATION OF ASSESSMENT METODS FOR RAIWAY MASONRY AR BRIDGES J. Wng, J. ynes,. Melbourne University of Slford, Directorte of ivil

More information

Study on the Calculation of Magnetic Force Based on the Equivalent Magnetic Charge Method

Study on the Calculation of Magnetic Force Based on the Equivalent Magnetic Charge Method Avilble online t www.sciencedirect.com Physics Procedi 4 () 9 97 Interntionl Conference on Applied Physics nd Industril Engineering Study on the Clcultion of Mgnetic Force Bsed on the Equivlent Mgnetic

More information

New Expansion and Infinite Series

New Expansion and Infinite Series Interntionl Mthemticl Forum, Vol. 9, 204, no. 22, 06-073 HIKARI Ltd, www.m-hikri.com http://dx.doi.org/0.2988/imf.204.4502 New Expnsion nd Infinite Series Diyun Zhng College of Computer Nnjing University

More information

A REVIEW OF CALCULUS CONCEPTS FOR JDEP 384H. Thomas Shores Department of Mathematics University of Nebraska Spring 2007

A REVIEW OF CALCULUS CONCEPTS FOR JDEP 384H. Thomas Shores Department of Mathematics University of Nebraska Spring 2007 A REVIEW OF CALCULUS CONCEPTS FOR JDEP 384H Thoms Shores Deprtment of Mthemtics University of Nebrsk Spring 2007 Contents Rtes of Chnge nd Derivtives 1 Dierentils 4 Are nd Integrls 5 Multivrite Clculus

More information

PHYS 705: Classical Mechanics. Small Oscillations: Example A Linear Triatomic Molecule

PHYS 705: Classical Mechanics. Small Oscillations: Example A Linear Triatomic Molecule PHYS 75: Clssicl echnics Sll Oscilltions: Exple A Liner Tritoic olecule A Liner Tritoic olecule x b b x x3 x Experientlly, one ight be interested in the rdition resulted fro the intrinsic oscilltion odes

More information

Scientific notation is a way of expressing really big numbers or really small numbers.

Scientific notation is a way of expressing really big numbers or really small numbers. Scientific Nottion (Stndrd form) Scientific nottion is wy of expressing relly big numbers or relly smll numbers. It is most often used in scientific clcultions where the nlysis must be very precise. Scientific

More information

Chapter 3 Solving Nonlinear Equations

Chapter 3 Solving Nonlinear Equations Chpter 3 Solving Nonliner Equtions 3.1 Introduction The nonliner function of unknown vrible x is in the form of where n could be non-integer. Root is the numericl vlue of x tht stisfies f ( x) 0. Grphiclly,

More information

Effects of Micro-polar Fluids and the Tsann Roughness Model on Performance Characteristics of Two-lobe Bearings

Effects of Micro-polar Fluids and the Tsann Roughness Model on Performance Characteristics of Two-lobe Bearings Vol- Issue- 6 IJARIIE-ISSN(O)-95-96 Effects of Micro-polr Fluids nd the Tsnn Roughness Model on Perfornce Chrcteristics of Two-lobe Berings Rohollh Shfei, Mohd Hdi Shfei Mr., Engineering Deprtent, Yd University,

More information

Design Data 1M. Highway Live Loads on Concrete Pipe

Design Data 1M. Highway Live Loads on Concrete Pipe Design Dt 1M Highwy Live Lods on Concrete Pipe Foreword Thick, high-strength pvements designed for hevy truck trffic substntilly reduce the pressure trnsmitted through wheel to the subgrde nd consequently,

More information

Driving Cycle Construction of City Road for Hybrid Bus Based on Markov Process Deng Pan1, a, Fengchun Sun1,b*, Hongwen He1, c, Jiankun Peng1, d

Driving Cycle Construction of City Road for Hybrid Bus Based on Markov Process Deng Pan1, a, Fengchun Sun1,b*, Hongwen He1, c, Jiankun Peng1, d Interntionl Industril Informtics nd Computer Engineering Conference (IIICEC 15) Driving Cycle Construction of City Rod for Hybrid Bus Bsed on Mrkov Process Deng Pn1,, Fengchun Sun1,b*, Hongwen He1, c,

More information

12. DYNAMIC ANALYSIS. Force Equilibrium is Fundamental in the Dynamic Analysis of Structures 12.1 INTRODUCTION

12. DYNAMIC ANALYSIS. Force Equilibrium is Fundamental in the Dynamic Analysis of Structures 12.1 INTRODUCTION 12. DYNAMIC ANALYSIS Force Equilibrium is Fundmentl in the Dynmic Anlysis of Structures 12.1 INTRODUCTION { XE "Newton's Second Lw" }All rel physicl structures behve dynmiclly when subjected to lods or

More information

ENERGY-BASED METHOD FOR GAS TURBINE ENGINE DISK BURST SPEED CALCULATION

ENERGY-BASED METHOD FOR GAS TURBINE ENGINE DISK BURST SPEED CALCULATION 28 TH INTERNATIONAL CONGRESS OF THE AERONAUTICAL SCIENCES ENERGY-BASED METHOD FOR GAS TURBINE ENGINE DISK BURST SPEED CALCULATION Anton N. Servetnik Centrl Institute of Avition Motors, Moscow, Russi servetnik@cim.ru

More information

63. Representation of functions as power series Consider a power series. ( 1) n x 2n for all 1 < x < 1

63. Representation of functions as power series Consider a power series. ( 1) n x 2n for all 1 < x < 1 3 9. SEQUENCES AND SERIES 63. Representtion of functions s power series Consider power series x 2 + x 4 x 6 + x 8 + = ( ) n x 2n It is geometric series with q = x 2 nd therefore it converges for ll q =

More information

A - INTRODUCTION AND OVERVIEW

A - INTRODUCTION AND OVERVIEW MMJ5 COMPUTATIONAL METHOD IN SOLID MECHANICS A - INTRODUCTION AND OVERVIEW INTRODUCTION AND OVERVIEW M.N. Tmin, CSMLb, UTM MMJ5 COMPUTATIONAL METHOD IN SOLID MECHANICS Course Content: A INTRODUCTION AND

More information

PHYS 601 HW3 Solution

PHYS 601 HW3 Solution 3.1 Norl force using Lgrnge ultiplier Using the center of the hoop s origin, we will describe the position of the prticle with conventionl polr coordintes. The Lgrngin is therefore L = 1 2 ṙ2 + 1 2 r2

More information

1. a) Describe the principle characteristics and uses of the following types of PV cell: Single Crystal Silicon Poly Crystal Silicon

1. a) Describe the principle characteristics and uses of the following types of PV cell: Single Crystal Silicon Poly Crystal Silicon 2001 1. ) Describe the principle chrcteristics nd uses of the following types of PV cell: Single Crystl Silicon Poly Crystl Silicon Amorphous Silicon CIS/CIGS Gllium Arsenide Multijunction (12 mrks) b)

More information

Goals: Determine how to calculate the area described by a function. Define the definite integral. Explore the relationship between the definite

Goals: Determine how to calculate the area described by a function. Define the definite integral. Explore the relationship between the definite Unit #8 : The Integrl Gols: Determine how to clculte the re described by function. Define the definite integrl. Eplore the reltionship between the definite integrl nd re. Eplore wys to estimte the definite

More information

CBE 291b - Computation And Optimization For Engineers

CBE 291b - Computation And Optimization For Engineers The University of Western Ontrio Fculty of Engineering Science Deprtment of Chemicl nd Biochemicl Engineering CBE 9b - Computtion And Optimiztion For Engineers Mtlb Project Introduction Prof. A. Jutn Jn

More information

Chapters 4 & 5 Integrals & Applications

Chapters 4 & 5 Integrals & Applications Contents Chpters 4 & 5 Integrls & Applictions Motivtion to Chpters 4 & 5 2 Chpter 4 3 Ares nd Distnces 3. VIDEO - Ares Under Functions............................................ 3.2 VIDEO - Applictions

More information

Design and Simulate Mixing of Compressed Natural Gas with Air in a mixing device

Design and Simulate Mixing of Compressed Natural Gas with Air in a mixing device Proceedings o MUCET008 Mlysin Technicl Universities Conerence on Engineering nd Technology Mrch 8-0, 008, Putr Plce, Perlis, Mlysi ISBN 978-983-4358-4-0 Design nd Siulte Mixing o Copressed Nturl Gs with

More information

ANALYSIS OF MECHANICAL PROPERTIES OF COMPOSITE SANDWICH PANELS WITH FILLERS

ANALYSIS OF MECHANICAL PROPERTIES OF COMPOSITE SANDWICH PANELS WITH FILLERS ANALYSIS OF MECHANICAL PROPERTIES OF COMPOSITE SANDWICH PANELS WITH FILLERS A. N. Anoshkin *, V. Yu. Zuiko, A.V.Glezmn Perm Ntionl Reserch Polytechnic University, 29, Komsomolski Ave., Perm, 614990, Russi

More information

Supplementary Information for Directional Reflective Surface Formed via Gradient- Impeding Acoustic Meta-surfaces

Supplementary Information for Directional Reflective Surface Formed via Gradient- Impeding Acoustic Meta-surfaces Supplementry Informtion for Directionl Reflective Surfce Formed vi Grdient- Impeding Acoustic Met-surfces Kyungjun Song 1*, Jedo Kim 2, Hur Shin 1, Jun-Hyuk Kwk 1, Seong-Hyun Lee 3,Tesung Kim 4 1 Deprtment

More information

1.1. Linear Constant Coefficient Equations. Remark: A differential equation is an equation

1.1. Linear Constant Coefficient Equations. Remark: A differential equation is an equation 1 1.1. Liner Constnt Coefficient Equtions Section Objective(s): Overview of Differentil Equtions. Liner Differentil Equtions. Solving Liner Differentil Equtions. The Initil Vlue Problem. 1.1.1. Overview

More information

Unit #9 : Definite Integral Properties; Fundamental Theorem of Calculus

Unit #9 : Definite Integral Properties; Fundamental Theorem of Calculus Unit #9 : Definite Integrl Properties; Fundmentl Theorem of Clculus Gols: Identify properties of definite integrls Define odd nd even functions, nd reltionship to integrl vlues Introduce the Fundmentl

More information

4 7x =250; 5 3x =500; Read section 3.3, 3.4 Announcements: Bell Ringer: Use your calculator to solve

4 7x =250; 5 3x =500; Read section 3.3, 3.4 Announcements: Bell Ringer: Use your calculator to solve Dte: 3/14/13 Objective: SWBAT pply properties of exponentil functions nd will pply properties of rithms. Bell Ringer: Use your clcultor to solve 4 7x =250; 5 3x =500; HW Requests: Properties of Log Equtions

More information

ME 354 Tutorial, Week#11 Non-Reacting Mixtures Psychrometrics Applied to a Cooling Tower

ME 354 Tutorial, Week#11 Non-Reacting Mixtures Psychrometrics Applied to a Cooling Tower ME 5 Tutoril, Week# Non-Recting Mixtures Psychroetrics Applied to Cooling Toer Wter exiting the condenser of poer plnt t 5 C enters cooling toer ith ss flo rte of 5000 kg/s. A stre of cooled ter is returned

More information

The Spring. Consider a spring, which we apply a force F A to either stretch it or compress it

The Spring. Consider a spring, which we apply a force F A to either stretch it or compress it The Spring Consider spring, which we pply force F A to either stretch it or copress it F A - unstretched -F A 0 F A k k is the spring constnt, units of N/, different for different terils, nuber of coils

More information

Finite Element Determination of Critical Zones in Composite Structures

Finite Element Determination of Critical Zones in Composite Structures Finite Element Determintion of Criticl Zones in Composite Structures Alexey I. Borovkov Dmitriy V. Klimshin Denis V. Shevchenko Computtionl Mechnics Lb., St. Petersburg Stte Polytechnicl University, Russi

More information

Recitation 3: More Applications of the Derivative

Recitation 3: More Applications of the Derivative Mth 1c TA: Pdric Brtlett Recittion 3: More Applictions of the Derivtive Week 3 Cltech 2012 1 Rndom Question Question 1 A grph consists of the following: A set V of vertices. A set E of edges where ech

More information

Tests for the Ratio of Two Poisson Rates

Tests for the Ratio of Two Poisson Rates Chpter 437 Tests for the Rtio of Two Poisson Rtes Introduction The Poisson probbility lw gives the probbility distribution of the number of events occurring in specified intervl of time or spce. The Poisson

More information

Lesson 1: Quadratic Equations

Lesson 1: Quadratic Equations Lesson 1: Qudrtic Equtions Qudrtic Eqution: The qudrtic eqution in form is. In this section, we will review 4 methods of qudrtic equtions, nd when it is most to use ech method. 1. 3.. 4. Method 1: Fctoring

More information

Explain shortly the meaning of the following eight words in relation to shells structures.

Explain shortly the meaning of the following eight words in relation to shells structures. Delft University of Technology Fculty of Civil Engineering nd Geosciences Structurl Mechnics Section Write your nme nd study number t the top right-hnd of your work. Exm CIE4143 Shell Anlysis Tuesdy 15

More information

On Some Classes of Breather Lattice Solutions to the sinh-gordon Equation

On Some Classes of Breather Lattice Solutions to the sinh-gordon Equation On Soe Clsses of Brether Lttice Solutions to the sinh-gordon Eqution Zunto Fu,b nd Shiuo Liu School of Physics & Lbortory for Severe Stor nd Flood Disster, Peing University, Beijing, 0087, Chin b Stte

More information

Construction of Gauss Quadrature Rules

Construction of Gauss Quadrature Rules Jim Lmbers MAT 772 Fll Semester 2010-11 Lecture 15 Notes These notes correspond to Sections 10.2 nd 10.3 in the text. Construction of Guss Qudrture Rules Previously, we lerned tht Newton-Cotes qudrture

More information

Job No. Sheet 1 of 8 Rev B. Made by IR Date Aug Checked by FH/NB Date Oct Revised by MEB Date April 2006

Job No. Sheet 1 of 8 Rev B. Made by IR Date Aug Checked by FH/NB Date Oct Revised by MEB Date April 2006 Job o. Sheet 1 of 8 Rev B 10, Route de Limours -78471 St Rémy Lès Chevreuse Cedex rnce Tel : 33 (0)1 30 85 5 00 x : 33 (0)1 30 5 75 38 CLCULTO SHEET Stinless Steel Vloristion Project Design Exmple 5 Welded

More information

Towards a probabilistic concept of the Kitagawa-Takahashi diagram

Towards a probabilistic concept of the Kitagawa-Takahashi diagram Tords probbilistic concept of the Kitg-Tkhshi digr Alfonso Fernández-Cnteli 1, Roberto Brighenti, Enrique Cstillo 3 1 Dept. of Construction nd Mnufcturing Engineering, University of Oviedo, Cpus de Viesques,

More information

Chapter Bisection Method of Solving a Nonlinear Equation

Chapter Bisection Method of Solving a Nonlinear Equation Chpter 00 Bisection Method o Solving Nonliner Eqtion Ater reding this chpter, yo shold be ble to: 1 ollow the lgorith o the bisection ethod o solving nonliner eqtion, se the bisection ethod to solve eples

More information

ON THE THEORETICAL FRACTURE STATISTICS OF THE HERTZ INDENTATION TEST

ON THE THEORETICAL FRACTURE STATISTICS OF THE HERTZ INDENTATION TEST ON THE THEORETICA FRACTURE STATISTICS OF THE HERTZ INDENTATION TEST Gerrdo Díz R. () nd Pblo Kittl D. () () Deprtento de Cienci de los Mteriles, Fcultd de Ciencis Físics y Mteátics, Universidd de Chile,

More information

Session Trimester 2. Module Code: MATH08001 MATHEMATICS FOR DESIGN

Session Trimester 2. Module Code: MATH08001 MATHEMATICS FOR DESIGN School of Science & Sport Pisley Cmpus Session 05-6 Trimester Module Code: MATH0800 MATHEMATICS FOR DESIGN Dte: 0 th My 06 Time: 0.00.00 Instructions to Cndidtes:. Answer ALL questions in Section A. Section

More information

Discussion Introduction P212, Week 1 The Scientist s Sixth Sense. Knowing what the answer will look like before you start.

Discussion Introduction P212, Week 1 The Scientist s Sixth Sense. Knowing what the answer will look like before you start. Discussion Introduction P1, Week 1 The Scientist s Sith Sense As scientist or engineer, uch of your job will be perforing clcultions, nd using clcultions perfored by others. You ll be doing plenty of tht

More information

Modal Density of Honeycomb Sandwich Composite Cylindrical Shells Considering Transverse Shear Deformation

Modal Density of Honeycomb Sandwich Composite Cylindrical Shells Considering Transverse Shear Deformation Modl Density of Honeycob Sndwich Coposite Cylindricl Shells Considering Trnsverse Sher Defortion S. Josephine Kelvin Florence nd K. Renji ISRO Stellite Center, ISRO Vinpur Post, Bnglore, Indi 567. K. Subrnin

More information

The International Association for the Properties of Water and Steam. Release on the Ionization Constant of H 2 O

The International Association for the Properties of Water and Steam. Release on the Ionization Constant of H 2 O IAPWS R-7 The Interntionl Assocition for the Properties of Wter nd Stem Lucerne, Sitzerlnd August 7 Relese on the Ioniztion Constnt of H O 7 The Interntionl Assocition for the Properties of Wter nd Stem

More information

Ideal Gas behaviour: summary

Ideal Gas behaviour: summary Lecture 4 Rel Gses Idel Gs ehviour: sury We recll the conditions under which the idel gs eqution of stte Pn is vlid: olue of individul gs olecules is neglected No interctions (either ttrctive or repulsive)

More information

13: Diffusion in 2 Energy Groups

13: Diffusion in 2 Energy Groups 3: Diffusion in Energy Groups B. Rouben McMster University Course EP 4D3/6D3 Nucler Rector Anlysis (Rector Physics) 5 Sept.-Dec. 5 September Contents We study the diffusion eqution in two energy groups

More information

Read section 3.3, 3.4 Announcements:

Read section 3.3, 3.4 Announcements: Dte: 3/1/13 Objective: SWBAT pply properties of exponentil functions nd will pply properties of rithms. Bell Ringer: 1. f x = 3x 6, find the inverse, f 1 x., Using your grphing clcultor, Grph 1. f x,f

More information

Approximate Large Deflection Analysis of Thin Rectangular Plates under Distributed Lateral Line Load

Approximate Large Deflection Analysis of Thin Rectangular Plates under Distributed Lateral Line Load Second Interntionl Conference on Advnces in Engineering nd Technolog Approite Lrge eflection Anlsis of Thin Rectngulr Pltes under istriuted Lterl Line Lod Alln Okodi, Y N. Zir, Jckson A. Mkli Grdute Student,

More information

1 Part II: Numerical Integration

1 Part II: Numerical Integration Mth 4 Lb 1 Prt II: Numericl Integrtion This section includes severl techniques for getting pproimte numericl vlues for definite integrls without using ntiderivtives. Mthemticll, ect nswers re preferble

More information

INTRODUCTION. The three general approaches to the solution of kinetics problems are:

INTRODUCTION. The three general approaches to the solution of kinetics problems are: INTRODUCTION According to Newton s lw, prticle will ccelerte when it is subjected to unblnced forces. Kinetics is the study of the reltions between unblnced forces nd the resulting chnges in motion. The

More information

Conservation Law. Chapter Goal. 5.2 Theory

Conservation Law. Chapter Goal. 5.2 Theory Chpter 5 Conservtion Lw 5.1 Gol Our long term gol is to understnd how mny mthemticl models re derived. We study how certin quntity chnges with time in given region (sptil domin). We first derive the very

More information

Orthogonal Polynomials

Orthogonal Polynomials Mth 4401 Gussin Qudrture Pge 1 Orthogonl Polynomils Orthogonl polynomils rise from series solutions to differentil equtions, lthough they cn be rrived t in vriety of different mnners. Orthogonl polynomils

More information

Properties of Integrals, Indefinite Integrals. Goals: Definition of the Definite Integral Integral Calculations using Antiderivatives

Properties of Integrals, Indefinite Integrals. Goals: Definition of the Definite Integral Integral Calculations using Antiderivatives Block #6: Properties of Integrls, Indefinite Integrls Gols: Definition of the Definite Integrl Integrl Clcultions using Antiderivtives Properties of Integrls The Indefinite Integrl 1 Riemnn Sums - 1 Riemnn

More information

The University of New South Wales FINAL EXAMINATION. Session ELEC4613 ELECTRIC DRIVE SYSTEMS. 1. Time allowed 3 hours

The University of New South Wales FINAL EXAMINATION. Session ELEC4613 ELECTRIC DRIVE SYSTEMS. 1. Time allowed 3 hours The University of New South Wles FINAL EXAMINATION Session 010 ELEC4613 ELECTRIC DRIVE SYSTEMS 1. Tie llowed 3 hours. Reding tie: 10 inutes 3. Totl nuber of questions in this pper = SIX 4. Answer ny FOUR

More information

Non-Linear & Logistic Regression

Non-Linear & Logistic Regression Non-Liner & Logistic Regression If the sttistics re boring, then you've got the wrong numbers. Edwrd R. Tufte (Sttistics Professor, Yle University) Regression Anlyses When do we use these? PART 1: find

More information

APPROXIMATE INTEGRATION

APPROXIMATE INTEGRATION APPROXIMATE INTEGRATION. Introduction We hve seen tht there re functions whose nti-derivtives cnnot be expressed in closed form. For these resons ny definite integrl involving these integrnds cnnot be

More information

Theme 8 Stability and buckling of members

Theme 8 Stability and buckling of members Elsticity nd plsticity Theme 8 Stility nd uckling o memers Euler s solution o stility o n xilly compressed stright elstic memer Deprtment o Structurl Mechnics culty o Civil Engineering, VSB - Technicl

More information

Chapter Direct Method of Interpolation More Examples Civil Engineering

Chapter Direct Method of Interpolation More Examples Civil Engineering Chpter 5. Direct Method of Interpoltion More Exmples Civil Engineering Exmple o mximie ctch of bss in lke, it is suggested to throw the line to the depth of the thermocline. he chrcteristic feture of this

More information

An Introduction to Trigonometry

An Introduction to Trigonometry n Introduction to Trigonoetry First of ll, let s check out the right ngled tringle below. The LETTERS, B & C indicte the ngles nd the letters, b & c indicte the sides. c b It is iportnt to note tht side

More information

Partial Derivatives. Limits. For a single variable function f (x), the limit lim

Partial Derivatives. Limits. For a single variable function f (x), the limit lim Limits Prtil Derivtives For single vrible function f (x), the limit lim x f (x) exists only if the right-hnd side limit equls to the left-hnd side limit, i.e., lim f (x) = lim f (x). x x + For two vribles

More information

PART 1 MULTIPLE CHOICE Circle the appropriate response to each of the questions below. Each question has a value of 1 point.

PART 1 MULTIPLE CHOICE Circle the appropriate response to each of the questions below. Each question has a value of 1 point. PART MULTIPLE CHOICE Circle the pproprite response to ech of the questions below. Ech question hs vlue of point.. If in sequence the second level difference is constnt, thn the sequence is:. rithmetic

More information

LECTURE 14. Dr. Teresa D. Golden University of North Texas Department of Chemistry

LECTURE 14. Dr. Teresa D. Golden University of North Texas Department of Chemistry LECTURE 14 Dr. Teres D. Golden University of North Texs Deprtment of Chemistry Quntittive Methods A. Quntittive Phse Anlysis Qulittive D phses by comprison with stndrd ptterns. Estimte of proportions of

More information

Rolling Contact Bearings (pg 599)

Rolling Contact Bearings (pg 599) Bering V9.xmcd [Pg / 6] Title [234] The Units used s stndrd: m, kg, N, P, sec, wtts N, kg, m, P, sec/min, wtts/kw Rolling Contct Berings (pg 599) This note is only guideline for using the text book. Detiled

More information

Intro to Nuclear and Particle Physics (5110)

Intro to Nuclear and Particle Physics (5110) Intro to Nucler nd Prticle Physics (5110) Feb, 009 The Nucler Mss Spectrum The Liquid Drop Model //009 1 E(MeV) n n(n-1)/ E/[ n(n-1)/] (MeV/pir) 1 C 16 O 0 Ne 4 Mg 7.7 14.44 19.17 8.48 4 5 6 6 10 15.4.41

More information

SOLUTION OF QUADRATIC NONLINEAR PROBLEMS WITH MULTIPLE SCALES LINDSTEDT-POINCARE METHOD. Mehmet Pakdemirli and Gözde Sarı

SOLUTION OF QUADRATIC NONLINEAR PROBLEMS WITH MULTIPLE SCALES LINDSTEDT-POINCARE METHOD. Mehmet Pakdemirli and Gözde Sarı Mthemticl nd Computtionl Applictions, Vol., No., pp. 37-5, 5 http://dx.doi.org/.99/mc-5- SOLUTION OF QUADRATIC NONLINEAR PROBLEMS WITH MULTIPLE SCALES LINDSTEDT-POINCARE METHOD Mehmet Pkdemirli nd Gözde

More information