AFRL-ML-WP-TP

Size: px
Start display at page:

Download "AFRL-ML-WP-TP"

Transcription

1 AFRL-ML-WP-TP TERMALLY INDUCED STRESS INTENSITY IN A OMOGENEOUS PLATE CONTAINING A FINITE LENGT CRACK (PREPRINT) George Jefferson MAY 7 Approved for publi relese; distribution unlimited. STINFO COPY This work ws funded in whole or in prt by Deprtment of the Air Fore ontrt FA865-4-D-5. The U.S. Government hs for itself nd others ting on its behlf n unlimited, pid-up, nonexlusive, irrevoble worldwide liense to use, modify, reprodue, relese, perform, disply, or dislose the work by or on behlf of the U.S. Government. MATERIALS AND MANUFACTURING DIRECTORATE AIR FORCE RESEARC LABORATORY AIR FORCE MATERIEL COMMAND WRIGT-PATTERSON AIR FORCE BASE, O

2 REPORT DOCUMENTATION PAGE Form Approved OMB No The publi reporting burden for this olletion of informtion is estimted to verge hour per response, inluding the time for reviewing instrutions, serhing existing dt soures, serhing existing dt soures, gthering nd mintining the dt needed, nd ompleting nd reviewing the olletion of informtion. Send omments regrding this burden estimte or ny other spet of this olletion of informtion, inluding suggestions for reduing this burden, to Deprtment of Defense, Wshington edqurters Servies, Diretorte for Informtion Opertions nd Reports (74-88), 5 Jefferson Dvis ighwy, Suite 4, Arlington, VA -4. Respondents should be wre tht notwithstnding ny other provision of lw, no person shll be subjet to ny penlty for filing to omply with olletion of informtion if it does not disply urrently vlid OMB ontrol number. PLEASE DO NOT RETURN YOUR FORM TO TE ABOVE ADDRESS.. REPORT DATE (DD-MM-YY). REPORT TYPE. DATES COVERED (From - To) My 7 Journl Artile Preprint 4. TITLE AND SUBTITLE TERMALLY INDUCED STRESS INTENSITY IN A OMOGENEOUS PLATE CONTAINING A FINITE LENGT CRACK (PREPRINT) 6. AUTOR(S) George Jefferson 5. CONTRACT NUMBER FA865-4-D-5 5b. GRANT NUMBER 5. PROGRAM ELEMENT NUMBER 6F 5d. PROJECT NUMBER 5e. TASK NUMBER 5f. WORK UNIT NUMBER 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION REPORT NUMBER UES In. 44 Dyton-Xeni Rod Dyton, O SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES). SPONSORING/MONITORING AGENCY ACRONYM(S) AFRL-ML-WP Mterils nd Mnufturing Diretorte Air Fore Reserh Lbortory Air Fore Mteriel Commnd Wright-Ptterson AFB, O DISTRIBUTION/AVAILABILITY STATEMENT Approved for publi relese; distribution unlimited.. SPONSORING/MONITORING AGENCY REPORT NUMBER(S) AFRL-ML-WP-TP SUPPLEMENTARY NOTES Journl rtile submitted to the ASME Journl of Engineering Mterils nd Tehnology. This work ws funded in whole or in prt by Deprtment of the Air Fore ontrt FA865-4-D-5. The U.S. Government hs for itself nd others ting on its behlf n unlimited, pid-up, nonexlusive, irrevoble worldwide liense to use, modify, reprodue, relese, perform, disply, or dislose the work by or on behlf of the U.S. Government. PAO Cse Number: AFRL/WS 7-, 5 Apr 7. Pper ontins olor ontent. 4. ABSTRACT The delmintion of orthotropi lmintes ontining finite-length rks nd subjet to therml grdients is exmined. The ext limiting se solutions for infinitesiml- nd infinite-length rks re known, nd re equl to eh other when the rk length is pproximtely equl to the plte thikness. owever, in the trnsition region of rk length from bout to 5 times the plte thikness, both limit solutions overestimte the energy relese by -%. ene, n nlysis ws developed to better predit the energy relese rte for suh finite-length rks. The model is modifition of the infinite-rk nlysis of uthinson nd Lu (995, ASME J. Eng. Mt. Teh., 7 (4) pp. 86-9) nd provides losed form expression for the elsti energy relese rte in plne-strin orthotropi flt plte tht grees well with numeril vlues for rks of length pproximtely hlf of the plte thikness nd lrger. The nlyti result is shown to gree well with finite element results over wide rnge of rk lengths, depths nd interfe ondutivity, both for isotropi nd orthotropi mterils. 5. SUBJECT TERMS omogeneous Plte, Finite, Orthotropi Lmintes 6. SECURITY CLASSIFICATION OF: 7. LIMITATION 8. NUMBER 9. NAME OF RESPONSIBLE PERSON (Monitor) OF ABSTRACT: OF PAGES SAR. REPORT Unlssified b. ABSTRACT Unlssified. TIS PAGE Unlssified Rndll S. y 9b. TELEPONE NUMBER (Inlude Are Code) N/A Stndrd Form 98 (Rev. 8-98) Presribed by ANSI Std. Z9-8 i

3 Thermlly Indued Stress Intensity in omogeneous Plte Contining Finite Length Crk George Jefferson Air Fore Reserh Lbortory, Mterils nd Mnufturing Diretorte Wright Ptterson Air Fore Bse, Ohio, USA, 454 UES, In., Dyton O 454 The delmintion of orthotropi lmintes ontining finite-length rks nd subjet to therml grdients is exmined. The ext limiting se solutions for infinitesiml- nd infinite-length rks re known, nd re equl to eh other when the rk length is pproximtely equl to the plte thikness. owever, in the trnsition region of rk length from bout to 5 times the plte thikness, both limit solutions overestimte the energy relese by -%. ene, n nlysis ws developed to better predit the energy relese rte for suh finite-length rks. The model is modifition of the infiniterk nlysis of uthinson nd Lu (995, ASME J. Eng. Mt. Teh., 7 (4) pp. 86-9) nd provides losed form expression for the elsti energy relese rte in plne-strin orthotropi flt plte tht grees well with numeril vlues for rks of length pproximtely hlf of the plte thikness nd lrger. The nlyti result is shown to gree well with finite element results over wide rnge of rk lengths, depths nd interfe ondutivity, both for isotropi nd orthotropi mterils. Introdution Advned high temperture mterils suh s ermi omposites re under tive investigtion for use in hot shell strutures suh s ombustion liners. These mterils re typilly hrterized by low therml ondutivity nd lminr struture with reltively low interlminr strength. Consequently, the hot strutures will be subjet to lrge therml grdients nd therml stress indued delmintion initited t internl interlminr flws re of signifint onern. The therml delmintion problem hs been studied extensively in the literture. The stress onentrtion due to n infinitesiml rk in n elsti body subjet to therml grdient is given by Sih []. The omplementry symptoti liner elsti frture solution for n infinitely long rk in n isotropi flt plte is given by uthinson nd Lu [] (-L). These bsi solutions re followed in the literture by nlysis of more omplex systems. Sorensen, Srrute, Jorgensen nd orsewell [] nlyzed the long-rk problem for lminte with dissimilr elsti lmine, nd show tht the interfil energy relese rte my be mitigted by seletive lyering of mterils. Gu nd Asro [4] onsidered delmintion frture in ontinuously grded mterils. The elsti-plsti problem ws onsidered by Aoki, S., Kishimoto, K., nd Skt [5]. The present work fouses on the homogeneous orthotropi plte problem. Numeril investigtion revels tht, with inresing rk length, the trnsition from the Sih infinitesiml rk result to the - L infinitely long rk, or stedy-stte, solution is less brupt thn estimted by uthinson nd Lu.

4 ere, we present modifition to the -L result tht provides substntil improvement for finite length rks (i.e. on the order of the plte thikness), while retining the ext limiting result for rbitrrily long rks. The numeril work tht motivted the present nlysis ws strightforwrd -d plne strin ABAQUS finite element model of entrl rk in flt plte subjet to presribed temperture differentil between the surfes s shown in Figure. A foused mesh with seond order qurter point elements t the rk tip, nd redued integrtion elements throughout ws employed[6]. Energy relese rtes were lulted using the thermoelsti J-integrl formultion built into the ommeril ode [7,8]. For verifition, the lulted energy relese rtes were ompred with the ext longrk -L solution nd were found to be 5% below the symptoti predition for rks s long s times the plte thikness, with onvergene to the symptoti result onfirmed only by modeling rks - times the plte thikness. Thus it seemed pproprite to develop n nlyti model to better predit the frture behvior for suh intermedite length rks. The -L model is bsed on long-rk isotherml frture model of uthinson nd Suo [9] long with severl infinite rk pproximtions for the temperture distribution nd resulting deformtion due to therml grdient. Numeril simultion of the isotherml model shows tht it performs remrkbly well for rks s short s twie the plte thikness. There re two key symptoti kinemti ssumptions in the thermoelsti nlysis. ) It is ssumed tht the upper nd lower setions of the plte should hve equl urvtures. ) The in-plne strin prllel to the rk fes t the rk enter is ssumed to be equl on the opposed rk fes. By inspetion of the numeril simultion, the equl urvture ssumption proves to be quite good for reltively short rks. The equl strin ondition is, however, pprohed rther slowly with inresing rk length, nd here n improvement is suggested. Bsi nlysis summry The essentil lultion is the sme here s in -L, nd so here we will highlight the key points s briefly s possible. The therml lod results in set of resultnt fores, P, nd moments M, M per unit out-of-plne thikness t the enter of the rk s shown in Figure. The stress intensity is then lulted in terms of those end lods using the isotherml frture formultion set forth in [9]. Referring to Figure, equilibrium requires M + M P. For long rk the upper nd lower plte setions re modeled s bems nd the urvtures re sserted to be equl fr from the rk tip, leding to the ondition M, thus M Abqus, In., Pwtuket R.I.

5 η P P M, M () η ( + η ) ( + ) where η. The nlysis is restrited to <η, ie. if the rk is off enter it must be nerer to the hot side of the plte to ensure n open mode rk []. Eqution () is s-given in [], however here we retin the resultnt fore P s n unknown. The orthotropi thermo-elsti onstitutive reltion is of the form, ε ε xz σ / Ex vyxσ σ μ xz xz yy E y v σ zx zz E z + α xδt () where ε ij, σ ij re the omponents of strin nd stress nd expressions for the remining strin omponents re obtined by suitble hnge of subsripts. E, μ, v re the orthotropi elsti onstnts whih stisfy the symmetry requirement, v ije j v jiei, αi re orthotropi therml expnsion oeffiients nd ΔT is hnge in temperture. Using Eq. (), nd ssuming plne strin ( ε ε ) yy yz yx i ij ij ε the stress intensity ftors re found diretly using the nlysis given in [9]. In the entered rk ( η ) se the rk tip field is pure mode II, with stress intensity ftor, where η K II 8 Λ + ρ Λ λ P () (4) λ nd ρ re the orthotropi mteril onstnts defined in[9] nd in Lu, Xi nd uthinson [], λ E z E (5) E ν xz + ν xyν ρ λ μxz ν xyν yx yz (6) where E ( ν ν ) nd E ( ν ν ) E x xy yx re the effetive plne strin moduli for in-plne z E z zy yz 4 unixil stressing in eh of the priniple diretions. See lso Krenk [], using ρ κ nd λ δ. Note tht λ, ρ, nd Λ re ll unity for n isotropi mteril. In the generl se for < η the rk is mixed mode with the energy relese rte nd stress intensity ftors,

6 Λ G E K K K II I λ 4 P ( ) ) ( + η) K I λ + K II η II 4 Γ ( GE Λ K ) II Eη 5 ( + η ) Where Γ is the rtio of mode II stress intensity to the η stress intensity, + η Γ η ( η + ) sinω η osω + γ + U 4 V ( + ) η (7) (7) nd U, V, w, γ re the dimensionless funtions of η, U / V sin γ 6η ω ( + η) ( + η ( + η) ) ( + η ) ( + η) ( η) + Kinemti onstrint UV sin 7 (8) In ple of the -L ondition of strin equlity t the rk enter, the kinemti ondition we will impose is tht the deformed lengths of the upper nd lower rk fes must be equl. This leds to the ondition, ( + ( ) ( ε ε )) dr (9) where ε is the strin prllel to the rk fe, r is the oordinte long the rk mesured from the tip, nd supersripts (+) nd (-) denote the upper nd lower fes respetively. The orthotropi plne strin onstitutive reltion on the trtion-free fes is, σ ( ± ε + αt ), () E whereσ is the stress prllel to the rk fe. α α x + ν yxα y, is the plne strin therml expnsion oeffiient, nd T is the rk fe temperture The nottion is used to indite tht this is pir of equtions seprtely relting the quntities on eh fe. Combining Eq. (9) nd Eq. () yields, ( + ( ) ( σ σ )) dr + Eαφ( T T ) () wheret,t re the tempertures t the plte surfes nd we define the verge temperture jump φ, ( + ) ( φ ) ( T T ) dr () T T 4

7 For omprison with the -L formultion, for suffiiently long rk, fr from the rk tip, the het ondution through the plte is D nd the jump in fe tempertures wy from the rk tip will be determined by the ondution ross the rk s, ( + ) ( ) T T T T + B x () where the Biot number, perfetly insulting rk, nd B, hrterizes the het flow ross the open rk, with B for B for perfet ondution[]. Ner to the tip, het flux round the tip redues the temperture jump ross the fes. owever in the limit >> the influene of the rk tip field beomes vnishingly smll, so tht φ ( + B ) φ < ( + B ). <. For ny finite length rk By inspetion of numeril results, for rks tht re pproximtely equl to the plte thikness nd lrger, the stress long the rk fes is well pproximted by mthing the symptoti rk tip (Pris nd Sih, []) nd fr-field (bem theory) solutions, * σ r r σ (4) * s K IIΛ r r π r where σ is the vlue of the tngentil stress t the plte enter, nd the sign inditor ( + ) ( ) s ; s, is introdued beuse the stress is ompressive on the upper fe nd tensile on the * lower. The trnsition rdius, ( ± r ) is the distne from the rk tip (generlly different on eh fe) where the two limiting forms re equl, whih is simply, *( ) ± Λ K r II (5) π σ Figure shows the pieewise stress pproximtion ompred with numeril results. It should be noted * tht the piee-wise funtion is somewht lower thn the tul distribution ner ( ± r ), whih ultimtely results in n over (i.e. onservtive) estimte of the energy relese rte. The rk fe stress fr from the rk tip, σ where,, is found diretly from bem theory (s in -L), 8P ( ± σ ) s g ( η) (6) ( + η) 5 ( ) ( ) ( ) g η + s (7) 6η + η + η ( η) ( 4η + η ) so tht, 5

8 r * Λ Γ 4π g ± ( ) (8) relling tht Γ is the stress intensity rtio given by Eq (7). Clerly the present nlysis must be restrited to ses where > r *. owever s region we will onservtively lso restrit pplition to se if. η. The mximum vlue of * r represents the size of the rk tip dominted > r * r in tht rnge is *, whih is ensured for the isotropi ~ t η. 5. The rk length ondition, Eq. (), n now be integrted nd solved for P, P η ( + η ) Eαφ( T T ) 5 Λ Γ ( + η) + ( ) ( ) 4π g + g In the lrge limit, nd using φ ( + B ) η P ( + η ) Eα ( T T ) 5 ( + η) ( + ) B (9), we reover the -L result extly, () Finlly, the stress intensity nd energy relese rte re found by substituting Eq (9) into Eq (7), e.g. E G [ α ( T T )] η ( + η ) Λ 4π φ Γ g 5 ( + η) + ( ) ( ) + g ( ) ( ) + It is notble tht the quntity Γ g g is pproximtely for.5 η. The lrge limit of (9) of ourse grees with -L, hene we will use the, η, perfetly insulting ( φ ), se s bseline for omprison of solutions, α ( ) () G L E [ ] T T () For referene the smll-rk isotropi limit of Sih [] is, G GL Temperture distribution π () As will be shown, Eq (9) represents n improvement over Eq () even if the rk fe temperture distribution is pproximted by tking φ ( + B ). owever, further improvement is relized by lulting φ from Eq. () using the true temperture distribution. Unfortuntely, lthough the symptoti temperture distributions ner the tip nd fr field re known (Florene nd Goodier, []), ssuming pieewise temperture distribution similr to Eq. (4) does not prove suffiiently urte. Therefore we will rely on numerilly generted results to derive n funtionl dependene of φ on the plte geometry. The therml finite element nlysis ws performed using therml 6

9 ( T T ) + ontt reltion over the rk surfe suh tht the het flux ross the rk is q B k ( ) ( ), where k is the (isotropi) therml ondutivity of the plte. Note tht the het trnsfer ross physil rk is, in generl, strongly dependnt on the rk opening, however here we hve ssumed tht lol vrition of the rk opening over the rk length my be negleted nd tht B is n effetive vlue whih ounts for the verge rk opening. The onsequenes of this ssumption will be disussed in subsequent setion. A high qulity generl fit to the numeril results is found by rguing s follows. For suffiiently long rks, inresing the rk length does not signifintly ffet the non-uniform field ner the tip, further, for n infinite rk we require φ ( + B ), therefore we fit our numeril simultion results to the form, C + B φ (4) where C is funtion of B nd η. C is determined from numeril solution of the het trnsfer problem s the lrge limit of the quntity ( ( + B ) φ )( ), whih onverges to onstnt quikly with inresing rk length ( ( ) is suffiient). We find tht for rks longer thn ( ) ( ) ξ η φ (5) + B + B, where the dependene on B is empiril. The vlue of ξ is only wekly dependnt on η over the rnge.5 < < η, hving vlues of ξ. t η nd. 88 exellent fit to numerilly derived vlues for ll B nd for ξ t η. As Figure 4 shows, this is n >. Eqution (5) is lerly not vlid for ξ ( + B ), but this restrition is in line with other spets of the nlysis. Results nd Disussion Figure 5 shows the energy relese rte lulted using Eq (), with φ from Eq (5) s well s the pproximtion, φ ( + B ), for omprison. The full lultion shows good (nd s expeted slightly onservtive) greement with the finite element results. Ignoring the ner-tip temperture vrition results in substntilly higher energy relese rte predition, lthough it still provides some improvement over the symptoti result. Figure 6 shows the effetiveness of the nlysis for vrition of both η nd B. The greement with numeril results is best for η nd somewht dereses, beoming more onservtive, for off-enter rks. As noted previously this nlysis is not intended for signifintly smller vlues of η (s for exmple subsurfe rks), where the differene undoubtedly inreses. 7

10 It is worthwhile to refer to Figure 6 in disussing the effet of the onstnt shows slightly inresing energy relese rte for deresing η t fixed vlue of B ssumption. The nlysis B. owever, relistilly, the het trnsfer oeffiient itself dereses substntilly (potentilly by orders of mgnitude) s the rk opens nd the mehnism of trnsfer trnsitions from ontt ondution to gs trnsport nd rdition (-L). As η is deresed, the stress intensity beomes inresingly mode I, therefore the rk opens further. Consequently if the dependene of het ondution on the rk opening is ounted for then the dependene of G on η my be fr more pronouned thn suggested by Figure 6. This spet of the problem is disussed in detil in -L nd is not qulittively ffeted by the present nlysis. Closure In losing we note tht lthough the exmples given hve been for isotropi mterils the formultion holds quite well for orthotropi mterils s well. Eq. (9) predits tht the energy relese rte will be redued for lrge vlues of the prmeter Λ, while the -L result is independent of ny orthotropy (the orthotropy ffets only the mode mixity). Lrge Λ orresponds to smll vlues of through-thikness moduli, E z nd μ xz, whih is notbly typil of mny omposite systems. As n exmple we onsider in-plne isotropy, nd fix ν ν., ν ν. 5 nd λ. Figure 7. xy yx xz yz shows the theory long with finite element results for η nd η s the in-plne sher modulus is vried. The model orretly predits the redution in relese rte for low sher, however the effet is signifint in this exmple only for very smll vlues. Aknowledgment This work ws performed while the uthor held Ntionl Reserh Counil Reserh Assoiteship Awrd t the Air Fore Reserh Lbortory Mterils nd Mnufturing Diretorte. Nomenlture rk hlf-length,, totl, upper, nd lower thikness η thikness rtio x,y,z orthogonl oordintes r oordinte from tip long fe T temperture. T,T tempertures, plte surfes P, M, M resultnt fore nd moments ε ij, σ ij omponents of strin nd stress E i, μ ij, vij elsti onstnts α i therml expnsion oeffiients E, E z effetive moduli α effetive therml expnsion K, stress intensity ftors I K II 8

11 η K II stress intensity ftor for η G energy relese rte. G,G L symptoti limits of G. λ, ρ,λ orthotropi mteril onstnts φ verge temperture jump B Biot number σ fr field rk fe stress s sign inditor * r trnsition rdius k therml ondutivity q het flux dimensionless funtions of η U, V, w,γ stress intensity deomposition g Eq (7), g ( η ) η Γ rtio K II ( η) / K II, Γ( η ) ξ fit prmeter supersripts (+) (-) upper nd lower rk fe (±) quntity in eqution pplied seprtely to eh fe. 9

12 Referenes [] Sih, G.C., 96, "On the Singulr Chrter of Therml Stresses Ner Crk Tip," ASME Journl of Applied Mehnis Vol 7 pp [] uthinson, J.W. nd Lu, T.J. 995, "Lminte Delmintion Due to Therml Grdients," ASME Journl of Engineering Mterils nd Tehnology, Vol 7 (4) pp [] Sorensen, B.F., Srrute, S., Jorgensen, O. nd orsewell, A., 998, "Thermlly Indued Delmintion of Multilyers," At Mterili Vol. 46 (8) pp [4] Gu, P. nd Asro, R.J., 997, "Crks in Funtionlly Grded Mterils," Interntionl Journl of Solids nd Strutures. Vol 4 () pp. -7. [5] Aoki, S., Kishimoto, K., nd Skt, M., 98, "Elsti-plsti Anlysis of Crk in Thermlly-loded Strutures," Engineering Frture Mehnis, Vol 6 () pp [6] Brsoum, R.S., 976, "On the Use of Isoprmetri Finite Elements in Liner Frture Mehnis," Interntionl Journl for Numeril Methods in Engineering. Vol () pp [7] ABAQUS Theory Mnul, Version 6.4,, Setion.6., ABAQUS, In, Pwtuket, RI. [8] Kishimoto, K., Aoki, S. nd Skt, M. 98, "On the Pth Independent Integrl-J," Engineering Frture Mehnis, Vol (4) pp [9] uthinson, J.W. nd Suo, Z. 99, "Mixed Mode Crking in Lyered Mterils," in Advnes in Applied Mehnis Vol 9, edited by J. W. uthinson nd T. Y. Wu. (Ademi Press, Boston) pp [] Lu, T.J., Xi, Z.C., nd uthinson, J.W., 994, "Delmintion of Bems Under Trnsverse Sher nd Bending," Mterils Siene nd Engineering A 88 (-) pp. -. [] Krenk, S., 979,. "On the Elsti Constnts of Plne Orthotropi Elstiity," Journl of Composite Mterils. Vol () pp [] Pris P. C. nd Sih, G.C. 965, "Stress Anlysis of Crks" in Frture Toughness Testing nd Its Applitions, ASTM STP 8, Amerin Soiety for Testing nd Mterils, Phildelphi. [] Florene, A.L. nd Goodier, J.N., 96, "Therml Stresses Due to Disturbne of Uniform et Flow by n Insulted Ovloid ole," ASME Journl of Applied Mehnis Vol. 7 (4) pp

13 Figures T T Figure. Geometry of n infinite flt plte with finite length entrl rk. Configurtion shown is, / Contour shding shows the numerilly lulted temperture distribution for prtly onduting rk ( ). B. P,M P,M z y x ( T + ) ( x) ( T ) ( x) T T symmetry plne Figure. Plne geometry of thermlly loded enter rked plte showing the resultnt fore nd moments t the entrl symmetry plne. Surfe tempertures T,T re fixed with ( ) ( ) T > T, while rk fe tempertures T +, T re dependnt on position long the rk fe.

14 ( ) T T σ E α 4.5. * r / 4π theory numeril K II, σ theory lrge limit FEM / FEM / r Figure. Pieewise stress distribution funtion. Exmples shown re for η, Λ nd B. For the symmetri se the bsolute vlue of the stress (shown) is the sme on upper nd lower fes. The theory lines re lulted using Eq. (4) with K II nd σ ) extrted from the finite element solution (solid lines) nd b) bsed in the lrge limit, σ Eα ( T T ), K II Eα ( T T )( ) 8 (dshed line). theory B B B Figure 4. Averge temperture jump ross rk fe for entered rk ( η ). Mrkers re bsed on finite element results, lulted using Eq. (). Theory lines re Eq. (5) with fit prmeterξ.. The fit is remrkbly good for wide rnge of B nd.

15 smll limit -L, stedy stte theory, φ theory with lulted φ FEM Figure 5. Energy relese rte, for η, Λ nd B. Theory lines re Eq. () using φ, for fully nlyti result tht demonstrtes n improvement over the infinite rk length solution. Using the improved vlue of φ from Eq. (5) yields n exellent fit to the numeril results. The lultion is remrkbly well behved for shorter rks thn one might expet (dshed region), it does however beome non-onservtive go to zero t nonzero. theory.9. FEM, B η.5 FEM, B η FEM, B η.5 FEM, B η..5 Λ, for η,, nd B,. The theory, Eq's. () nd (5), fits best for η, nd provides onservtive estimte for off-enter rks. The numeri vlues to the right re the ext Figure 6. Energy relese rte for the isotropi se ( ) symptoti vlues for the four ses from Eqn's (7), nd ().

16 theory η η λ B 4 μ xz E x λ B showing the vrition with Figure 7. Orthotropi exmple. Normlized energy relese rte for 4,, sher modulus. Redued energy relese rte is predited by both theory nd numeril simultion, but only for very smll vlues of μ. xz 4

Electromagnetism Notes, NYU Spring 2018

Electromagnetism Notes, NYU Spring 2018 Eletromgnetism Notes, NYU Spring 208 April 2, 208 Ation formultion of EM. Free field desription Let us first onsider the free EM field, i.e. in the bsene of ny hrges or urrents. To tret this s mehnil system

More information

Some Aspects of Non-Orthogonal Stagnation-Point Flow towards a Stretching Surface

Some Aspects of Non-Orthogonal Stagnation-Point Flow towards a Stretching Surface Engineering, 00,, 705-709 doi:0.436/eng.00.909 Published Online September 00 (http://www.sirp.org/journl/eng) Some Aspets of Non-Orthogonl Stgntion-Point Flow towrds Strething Surfe Abstrt Mothr Rez, Andi

More information

On the Scale factor of the Universe and Redshift.

On the Scale factor of the Universe and Redshift. On the Sle ftor of the Universe nd Redshift. J. M. unter. john@grvity.uk.om ABSTRACT It is proposed tht there hs been longstnding misunderstnding of the reltionship between sle ftor of the universe nd

More information

Lecture Summaries for Multivariable Integral Calculus M52B

Lecture Summaries for Multivariable Integral Calculus M52B These leture summries my lso be viewed online by liking the L ion t the top right of ny leture sreen. Leture Summries for Multivrible Integrl Clulus M52B Chpter nd setion numbers refer to the 6th edition.

More information

(h+ ) = 0, (3.1) s = s 0, (3.2)

(h+ ) = 0, (3.1) s = s 0, (3.2) Chpter 3 Nozzle Flow Qusistedy idel gs flow in pipes For the lrge vlues of the Reynolds number typilly found in nozzles, the flow is idel. For stedy opertion with negligible body fores the energy nd momentum

More information

Solutions to Assignment 1

Solutions to Assignment 1 MTHE 237 Fll 2015 Solutions to Assignment 1 Problem 1 Find the order of the differentil eqution: t d3 y dt 3 +t2 y = os(t. Is the differentil eqution liner? Is the eqution homogeneous? b Repet the bove

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

Table of Content. c 1 / 5

Table of Content. c 1 / 5 Tehnil Informtion - t nd t Temperture for Controlger 03-2018 en Tble of Content Introdution....................................................................... 2 Definitions for t nd t..............................................................

More information

Application of the theory of compound cores for the assessment of stress pattern in the cross section of a strengthened beam column

Application of the theory of compound cores for the assessment of stress pattern in the cross section of a strengthened beam column IOP Conferene Series: Mterils Siene nd Engineering PAPER OPEN ACCESS Applition of the theory of ompound ores for the ssessment of stress pttern in the ross setion of strengthened bem olumn To ite this

More information

Section 3.6. Definite Integrals

Section 3.6. Definite Integrals The Clulus of Funtions of Severl Vribles Setion.6 efinite Integrls We will first define the definite integrl for funtion f : R R nd lter indite how the definition my be extended to funtions of three or

More information

NANO-SCALE EFFECTS IN THE ADHERENCE, SLIDING AND ROLLING OF A CYLINDER ON A SUBSTRATE

NANO-SCALE EFFECTS IN THE ADHERENCE, SLIDING AND ROLLING OF A CYLINDER ON A SUBSTRATE Nno-Sle Effets in Clindril Contts Sri et l. NANO-SCALE EFFECTS IN THE ADHERENCE, SLIDING AND ROLLING OF A CYLINDER ON A SUBSTRATE Ö. T. Sri, G. G. Adms, S. Müftü Mehnil Engineering Deprtment Northestern

More information

First compression (0-6.3 GPa) First decompression ( GPa) Second compression ( GPa) Second decompression (35.

First compression (0-6.3 GPa) First decompression ( GPa) Second compression ( GPa) Second decompression (35. 0.9 First ompression (0-6.3 GP) First deompression (6.3-2.7 GP) Seond ompression (2.7-35.5 GP) Seond deompression (35.5-0 GP) V/V 0 0.7 0.5 0 5 10 15 20 25 30 35 P (GP) Supplementry Figure 1 Compression

More information

SIDESWAY MAGNIFICATION FACTORS FOR STEEL MOMENT FRAMES WITH VARIOUS TYPES OF COLUMN BASES

SIDESWAY MAGNIFICATION FACTORS FOR STEEL MOMENT FRAMES WITH VARIOUS TYPES OF COLUMN BASES Advned Steel Constrution Vol., No., pp. 7-88 () 7 SIDESWAY MAGNIFICATION FACTORS FOR STEEL MOMENT FRAMES WIT VARIOUS TYPES OF COLUMN BASES J. ent sio Assoite Professor, Deprtment of Civil nd Environmentl

More information

Line Integrals and Entire Functions

Line Integrals and Entire Functions Line Integrls nd Entire Funtions Defining n Integrl for omplex Vlued Funtions In the following setions, our min gol is to show tht every entire funtion n be represented s n everywhere onvergent power series

More information

INTEGRATION. 1 Integrals of Complex Valued functions of a REAL variable

INTEGRATION. 1 Integrals of Complex Valued functions of a REAL variable INTEGRATION NOTE: These notes re supposed to supplement Chpter 4 of the online textbook. 1 Integrls of Complex Vlued funtions of REAL vrible If I is n intervl in R (for exmple I = [, b] or I = (, b)) nd

More information

AP CALCULUS Test #6: Unit #6 Basic Integration and Applications

AP CALCULUS Test #6: Unit #6 Basic Integration and Applications AP CALCULUS Test #6: Unit #6 Bsi Integrtion nd Applitions A GRAPHING CALCULATOR IS REQUIRED FOR SOME PROBLEMS OR PARTS OF PROBLEMS IN THIS PART OF THE EXAMINATION. () The ext numeril vlue of the orret

More information

Lecture 1 - Introduction and Basic Facts about PDEs

Lecture 1 - Introduction and Basic Facts about PDEs * 18.15 - Introdution to PDEs, Fll 004 Prof. Gigliol Stffilni Leture 1 - Introdution nd Bsi Fts bout PDEs The Content of the Course Definition of Prtil Differentil Eqution (PDE) Liner PDEs VVVVVVVVVVVVVVVVVVVV

More information

Review Topic 14: Relationships between two numerical variables

Review Topic 14: Relationships between two numerical variables Review Topi 14: Reltionships etween two numeril vriles Multiple hoie 1. Whih of the following stterplots est demonstrtes line of est fit? A B C D E 2. The regression line eqution for the following grph

More information

Final Exam Review. [Top Bottom]dx =

Final Exam Review. [Top Bottom]dx = Finl Exm Review Are Between Curves See 7.1 exmples 1, 2, 4, 5 nd exerises 1-33 (odd) The re of the region bounded by the urves y = f(x), y = g(x), nd the lines x = nd x = b, where f nd g re ontinuous nd

More information

Kirchhoff and Mindlin Plates

Kirchhoff and Mindlin Plates Kirchhoff nd Mindlin Pltes A plte significntly longer in two directions compred with the third, nd it crries lod perpendiculr to tht plne. The theory for pltes cn be regrded s n extension of bem theory,

More information

Consequently, the temperature must be the same at each point in the cross section at x. Let:

Consequently, the temperature must be the same at each point in the cross section at x. Let: HW 2 Comments: L1-3. Derive the het eqution for n inhomogeneous rod where the therml coefficients used in the derivtion of the het eqution for homogeneous rod now become functions of position x in the

More information

Hyers-Ulam stability of Pielou logistic difference equation

Hyers-Ulam stability of Pielou logistic difference equation vilble online t wwwisr-publitionsom/jns J Nonliner Si ppl, 0 (207, 35 322 Reserh rtile Journl Homepge: wwwtjnsom - wwwisr-publitionsom/jns Hyers-Ulm stbility of Pielou logisti differene eqution Soon-Mo

More information

1 Bending of a beam with a rectangular section

1 Bending of a beam with a rectangular section 1 Bending of bem with rectngulr section x3 Episseur b M x 2 x x 1 2h M Figure 1 : Geometry of the bem nd pplied lod The bem in figure 1 hs rectngur section (thickness 2h, width b. The pplied lod is pure

More information

THE INFLUENCE OF MODEL RESOLUTION ON AN EXPRESSION OF THE ATMOSPHERIC BOUNDARY LAYER IN A SINGLE-COLUMN MODEL

THE INFLUENCE OF MODEL RESOLUTION ON AN EXPRESSION OF THE ATMOSPHERIC BOUNDARY LAYER IN A SINGLE-COLUMN MODEL THE INFLUENCE OF MODEL RESOLUTION ON AN EXPRESSION OF THE ATMOSPHERIC BOUNDARY LAYER IN A SINGLE-COLUMN MODEL P3.1 Kot Iwmur*, Hiroto Kitgw Jpn Meteorologil Ageny 1. INTRODUCTION Jpn Meteorologil Ageny

More information

Bridging Methods for Atomistic-to-Continuum Coupling and Their Implementation

Bridging Methods for Atomistic-to-Continuum Coupling and Their Implementation Commun. Comput. Phys. doi:.428/ip.29.9.53 Vol. 7, No. 4, pp. 83-876 April 2 Bridging Methods for Atomisti-to-Continuum Coupling nd Their Implementtion Pblo Seleson nd Mx Gunzburger Deprtment of Sientifi

More information

Math 32B Discussion Session Week 8 Notes February 28 and March 2, f(b) f(a) = f (t)dt (1)

Math 32B Discussion Session Week 8 Notes February 28 and March 2, f(b) f(a) = f (t)dt (1) Green s Theorem Mth 3B isussion Session Week 8 Notes Februry 8 nd Mrh, 7 Very shortly fter you lerned how to integrte single-vrible funtions, you lerned the Fundmentl Theorem of lulus the wy most integrtion

More information

University of Sioux Falls. MAT204/205 Calculus I/II

University of Sioux Falls. MAT204/205 Calculus I/II University of Sioux Flls MAT204/205 Clulus I/II Conepts ddressed: Clulus Textook: Thoms Clulus, 11 th ed., Weir, Hss, Giordno 1. Use stndrd differentition nd integrtion tehniques. Differentition tehniques

More information

MATH34032: Green s Functions, Integral Equations and the Calculus of Variations 1. 1 [(y ) 2 + yy + y 2 ] dx,

MATH34032: Green s Functions, Integral Equations and the Calculus of Variations 1. 1 [(y ) 2 + yy + y 2 ] dx, MATH3403: Green s Funtions, Integrl Equtions nd the Clulus of Vritions 1 Exmples 5 Qu.1 Show tht the extreml funtion of the funtionl I[y] = 1 0 [(y ) + yy + y ] dx, where y(0) = 0 nd y(1) = 1, is y(x)

More information

T b a(f) [f ] +. P b a(f) = Conclude that if f is in AC then it is the difference of two monotone absolutely continuous functions.

T b a(f) [f ] +. P b a(f) = Conclude that if f is in AC then it is the difference of two monotone absolutely continuous functions. Rel Vribles, Fll 2014 Problem set 5 Solution suggestions Exerise 1. Let f be bsolutely ontinuous on [, b] Show tht nd T b (f) P b (f) f (x) dx [f ] +. Conlude tht if f is in AC then it is the differene

More information

Chem Homework 11 due Monday, Apr. 28, 2014, 2 PM

Chem Homework 11 due Monday, Apr. 28, 2014, 2 PM Chem 44 - Homework due ondy, pr. 8, 4, P.. . Put this in eq 8.4 terms: E m = m h /m e L for L=d The degenery in the ring system nd the inresed sping per level (4x bigger) mkes the sping between the HOO

More information

A Mathematical Model for Unemployment-Taking an Action without Delay

A Mathematical Model for Unemployment-Taking an Action without Delay Advnes in Dynmil Systems nd Applitions. ISSN 973-53 Volume Number (7) pp. -8 Reserh Indi Publitions http://www.ripublition.om A Mthemtil Model for Unemployment-Tking n Ation without Dely Gulbnu Pthn Diretorte

More information

Magnetically Coupled Coil

Magnetically Coupled Coil Mgnetilly Coupled Ciruits Overview Mutul Indutne Energy in Coupled Coils Liner Trnsformers Idel Trnsformers Portlnd Stte University ECE 22 Mgnetilly Coupled Ciruits Ver..3 Mgnetilly Coupled Coil i v L

More information

Entropy ISSN

Entropy ISSN Entropy 006, 8[], 50-6 50 Entropy ISSN 099-4300 www.mdpi.org/entropy/ ENTROPY GENERATION IN PRESSURE GRADIENT ASSISTED COUETTE FLOW WITH DIFFERENT THERMAL BOUNDARY CONDITIONS Abdul Aziz Deprtment of Mechnicl

More information

f (x)dx = f(b) f(a). a b f (x)dx is the limit of sums

f (x)dx = f(b) f(a). a b f (x)dx is the limit of sums Green s Theorem If f is funtion of one vrible x with derivtive f x) or df dx to the Fundmentl Theorem of lulus, nd [, b] is given intervl then, ording This is not trivil result, onsidering tht b b f x)dx

More information

Section 4.4. Green s Theorem

Section 4.4. Green s Theorem The Clulus of Funtions of Severl Vriles Setion 4.4 Green s Theorem Green s theorem is n exmple from fmily of theorems whih onnet line integrls (nd their higher-dimensionl nlogues) with the definite integrls

More information

Physics 116C Solution of inhomogeneous ordinary differential equations using Green s functions

Physics 116C Solution of inhomogeneous ordinary differential equations using Green s functions Physics 6C Solution of inhomogeneous ordinry differentil equtions using Green s functions Peter Young November 5, 29 Homogeneous Equtions We hve studied, especilly in long HW problem, second order liner

More information

Electromagnetic-Power-based Modal Classification, Modal Expansion, and Modal Decomposition for Perfect Electric Conductors

Electromagnetic-Power-based Modal Classification, Modal Expansion, and Modal Decomposition for Perfect Electric Conductors LIAN: EM-BASED MODAL CLASSIFICATION EXANSION AND DECOMOSITION FOR EC 1 Eletromgneti-ower-bsed Modl Clssifition Modl Expnsion nd Modl Deomposition for erfet Eletri Condutors Renzun Lin Abstrt Trditionlly

More information

Lecture 13 - Linking E, ϕ, and ρ

Lecture 13 - Linking E, ϕ, and ρ Lecture 13 - Linking E, ϕ, nd ρ A Puzzle... Inner-Surfce Chrge Density A positive point chrge q is locted off-center inside neutrl conducting sphericl shell. We know from Guss s lw tht the totl chrge on

More information

Lecture Notes No. 10

Lecture Notes No. 10 2.6 System Identifition, Estimtion, nd Lerning Leture otes o. Mrh 3, 26 6 Model Struture of Liner ime Invrint Systems 6. Model Struture In representing dynmil system, the first step is to find n pproprite

More information

PDE Notes. Paul Carnig. January ODE s vs PDE s 1

PDE Notes. Paul Carnig. January ODE s vs PDE s 1 PDE Notes Pul Crnig Jnury 2014 Contents 1 ODE s vs PDE s 1 2 Section 1.2 Het diffusion Eqution 1 2.1 Fourier s w of Het Conduction............................. 2 2.2 Energy Conservtion.....................................

More information

MATH Final Review

MATH Final Review MATH 1591 - Finl Review November 20, 2005 1 Evlution of Limits 1. the ε δ definition of limit. 2. properties of limits. 3. how to use the diret substitution to find limit. 4. how to use the dividing out

More information

Problems for HW X. C. Gwinn. November 30, 2009

Problems for HW X. C. Gwinn. November 30, 2009 Problems for HW X C. Gwinn November 30, 2009 These problems will not be grded. 1 HWX Problem 1 Suppose thn n object is composed of liner dielectric mteril, with constnt reltive permittivity ɛ r. The object

More information

Generalization of 2-Corner Frequency Source Models Used in SMSIM

Generalization of 2-Corner Frequency Source Models Used in SMSIM Generliztion o 2-Corner Frequeny Soure Models Used in SMSIM Dvid M. Boore 26 Mrh 213, orreted Figure 1 nd 2 legends on 5 April 213, dditionl smll orretions on 29 My 213 Mny o the soure spetr models ville

More information

8 THREE PHASE A.C. CIRCUITS

8 THREE PHASE A.C. CIRCUITS 8 THREE PHSE.. IRUITS The signls in hpter 7 were sinusoidl lternting voltges nd urrents of the so-lled single se type. n emf of suh type n e esily generted y rotting single loop of ondutor (or single winding),

More information

P 3 (x) = f(0) + f (0)x + f (0) 2. x 2 + f (0) . In the problem set, you are asked to show, in general, the n th order term is a n = f (n) (0)

P 3 (x) = f(0) + f (0)x + f (0) 2. x 2 + f (0) . In the problem set, you are asked to show, in general, the n th order term is a n = f (n) (0) 1 Tylor polynomils In Section 3.5, we discussed how to pproximte function f(x) round point in terms of its first derivtive f (x) evluted t, tht is using the liner pproximtion f() + f ()(x ). We clled this

More information

Activities. 4.1 Pythagoras' Theorem 4.2 Spirals 4.3 Clinometers 4.4 Radar 4.5 Posting Parcels 4.6 Interlocking Pipes 4.7 Sine Rule Notes and Solutions

Activities. 4.1 Pythagoras' Theorem 4.2 Spirals 4.3 Clinometers 4.4 Radar 4.5 Posting Parcels 4.6 Interlocking Pipes 4.7 Sine Rule Notes and Solutions MEP: Demonstrtion Projet UNIT 4: Trigonometry UNIT 4 Trigonometry tivities tivities 4. Pythgors' Theorem 4.2 Spirls 4.3 linometers 4.4 Rdr 4.5 Posting Prels 4.6 Interloking Pipes 4.7 Sine Rule Notes nd

More information

SECTION A STUDENT MATERIAL. Part 1. What and Why.?

SECTION A STUDENT MATERIAL. Part 1. What and Why.? SECTION A STUDENT MATERIAL Prt Wht nd Wh.? Student Mteril Prt Prolem n > 0 n > 0 Is the onverse true? Prolem If n is even then n is even. If n is even then n is even. Wht nd Wh? Eploring Pure Mths Are

More information

MA10207B: ANALYSIS SECOND SEMESTER OUTLINE NOTES

MA10207B: ANALYSIS SECOND SEMESTER OUTLINE NOTES MA10207B: ANALYSIS SECOND SEMESTER OUTLINE NOTES CHARLIE COLLIER UNIVERSITY OF BATH These notes hve been typeset by Chrlie Collier nd re bsed on the leture notes by Adrin Hill nd Thoms Cottrell. These

More information

Formula for Trapezoid estimate using Left and Right estimates: Trap( n) If the graph of f is decreasing on [a, b], then f ( x ) dx

Formula for Trapezoid estimate using Left and Right estimates: Trap( n) If the graph of f is decreasing on [a, b], then f ( x ) dx Fill in the Blnks for the Big Topis in Chpter 5: The Definite Integrl Estimting n integrl using Riemnn sum:. The Left rule uses the left endpoint of eh suintervl.. The Right rule uses the right endpoint

More information

, g. Exercise 1. Generator polynomials of a convolutional code, given in binary form, are g. Solution 1.

, g. Exercise 1. Generator polynomials of a convolutional code, given in binary form, are g. Solution 1. Exerise Genertor polynomils of onvolutionl ode, given in binry form, re g, g j g. ) Sketh the enoding iruit. b) Sketh the stte digrm. ) Find the trnsfer funtion T. d) Wht is the minimum free distne of

More information

QUADRATIC EQUATION. Contents

QUADRATIC EQUATION. Contents QUADRATIC EQUATION Contents Topi Pge No. Theory 0-04 Exerise - 05-09 Exerise - 09-3 Exerise - 3 4-5 Exerise - 4 6 Answer Key 7-8 Syllus Qudrti equtions with rel oeffiients, reltions etween roots nd oeffiients,

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

a) Read over steps (1)- (4) below and sketch the path of the cycle on a P V plot on the graph below. Label all appropriate points.

a) Read over steps (1)- (4) below and sketch the path of the cycle on a P V plot on the graph below. Label all appropriate points. Prole 3: Crnot Cyle of n Idel Gs In this prole, the strting pressure P nd volue of n idel gs in stte, re given he rtio R = / > of the volues of the sttes nd is given Finlly onstnt γ = 5/3 is given You

More information

Applications of Definite Integral

Applications of Definite Integral Chpter 5 Applitions of Definite Integrl 5.1 Are Between Two Curves In this setion we use integrls to find res of regions tht lie between the grphs of two funtions. Consider the region tht lies between

More information

Part 4. Integration (with Proofs)

Part 4. Integration (with Proofs) Prt 4. Integrtion (with Proofs) 4.1 Definition Definition A prtition P of [, b] is finite set of points {x 0, x 1,..., x n } with = x 0 < x 1

More information

Structural Systems. Structural Engineering

Structural Systems. Structural Engineering 101-305 Theor of Strutures 1-1 Instrutor: ST, P, J nd TPS Struturl Engineering 101-305 Theor of Strutures 1 - Instrutor: ST, P, J nd TPS Struturl Sstems Struture the tion of building: ONSTUTION Struturl

More information

PAIR OF LINEAR EQUATIONS IN TWO VARIABLES

PAIR OF LINEAR EQUATIONS IN TWO VARIABLES PAIR OF LINEAR EQUATIONS IN TWO VARIABLES. Two liner equtions in the sme two vriles re lled pir of liner equtions in two vriles. The most generl form of pir of liner equtions is x + y + 0 x + y + 0 where,,,,,,

More information

Tutorial Worksheet. 1. Find all solutions to the linear system by following the given steps. x + 2y + 3z = 2 2x + 3y + z = 4.

Tutorial Worksheet. 1. Find all solutions to the linear system by following the given steps. x + 2y + 3z = 2 2x + 3y + z = 4. Mth 5 Tutoril Week 1 - Jnury 1 1 Nme Setion Tutoril Worksheet 1. Find ll solutions to the liner system by following the given steps x + y + z = x + y + z = 4. y + z = Step 1. Write down the rgumented mtrix

More information

THERMAL EXPANSION COEFFICIENT OF WATER FOR VOLUMETRIC CALIBRATION

THERMAL EXPANSION COEFFICIENT OF WATER FOR VOLUMETRIC CALIBRATION XX IMEKO World Congress Metrology for Green Growth September 9,, Busn, Republic of Kore THERMAL EXPANSION COEFFICIENT OF WATER FOR OLUMETRIC CALIBRATION Nieves Medin Hed of Mss Division, CEM, Spin, mnmedin@mityc.es

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

Shear and torsion interaction of hollow core slabs

Shear and torsion interaction of hollow core slabs Competitive nd Sustinble Growth Contrct Nº G6RD-CT--6 Sher nd torsion interction of hollow core slbs HOLCOTORS Technicl Report, Rev. Anlyses of hollow core floors December The content of the present publiction

More information

An inverse steady state thermal stresses in a thin clamped circular plate with internal heat generation

An inverse steady state thermal stresses in a thin clamped circular plate with internal heat generation Americn Journl of Engineering Reserch (AJER) e-issn : 2320-0847 p-issn : 2320-0936 Volume-02, Issue-10, pp-276-281 www.jer.org Reserch Pper Open Access An inverse stedy stte therml stresses in thin clmped

More information

(a) A partition P of [a, b] is a finite subset of [a, b] containing a and b. If Q is another partition and P Q, then Q is a refinement of P.

(a) A partition P of [a, b] is a finite subset of [a, b] containing a and b. If Q is another partition and P Q, then Q is a refinement of P. Chpter 7: The Riemnn Integrl When the derivtive is introdued, it is not hrd to see tht the it of the differene quotient should be equl to the slope of the tngent line, or when the horizontl xis is time

More information

CHM Physical Chemistry I Chapter 1 - Supplementary Material

CHM Physical Chemistry I Chapter 1 - Supplementary Material CHM 3410 - Physicl Chemistry I Chpter 1 - Supplementry Mteril For review of some bsic concepts in mth, see Atkins "Mthemticl Bckground 1 (pp 59-6), nd "Mthemticl Bckground " (pp 109-111). 1. Derivtion

More information

1.3 SCALARS AND VECTORS

1.3 SCALARS AND VECTORS Bridge Course Phy I PUC 24 1.3 SCLRS ND VECTORS Introdution: Physis is the study of nturl phenomen. The study of ny nturl phenomenon involves mesurements. For exmple, the distne etween the plnet erth nd

More information

SECOND HARMONIC GENERATION OF Bi 4 Ti 3 O 12 FILMS

SECOND HARMONIC GENERATION OF Bi 4 Ti 3 O 12 FILMS SECOND HARMONIC GENERATION OF Bi 4 Ti 3 O 12 FILMS IN-SITU PROBING OF DOMAIN POLING IN Bi 4 Ti 3 O 12 THIN FILMS BY OPTICAL SECOND HARMONIC GENERATION YANIV BARAD, VENKATRAMAN GOPALAN Mterils Reserh Lortory

More information

A027 Uncertainties in Local Anisotropy Estimation from Multi-offset VSP Data

A027 Uncertainties in Local Anisotropy Estimation from Multi-offset VSP Data A07 Uncertinties in Locl Anisotropy Estimtion from Multi-offset VSP Dt M. Asghrzdeh* (Curtin University), A. Bon (Curtin University), R. Pevzner (Curtin University), M. Urosevic (Curtin University) & B.

More information

Restraint of purlins for various roof systems

Restraint of purlins for various roof systems NS009 Restrint of purlins for vrious roof systems T. Vrny, M. Brhm & A. Beli ulty of ivil Engineering, zeh Tehnil University, Prh, zehi Astron Buildings S.A., Diekirh, Luxemourg, A memer of the Lind Group

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

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

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

arxiv: v1 [math.ca] 21 Aug 2018

arxiv: v1 [math.ca] 21 Aug 2018 rxiv:1808.07159v1 [mth.ca] 1 Aug 018 Clulus on Dul Rel Numbers Keqin Liu Deprtment of Mthemtis The University of British Columbi Vnouver, BC Cnd, V6T 1Z Augest, 018 Abstrt We present the bsi theory of

More information

AN ANALYSIS OF TWO DIMENSIONAL INTEGRAL EQUATIONS OF THE SECOND KIND

AN ANALYSIS OF TWO DIMENSIONAL INTEGRAL EQUATIONS OF THE SECOND KIND AN ANALYSIS OF TWO DIMENSIONAL INTEGRAL EQUATIONS,... 5 LE MATEMATICHE Vol. LXII (2007) - Fs. I, pp. 5-39 AN ANALYSIS OF TWO DIMENSIONAL INTEGRAL EQUATIONS OF THE SECOND KIND M. M. EL-BORAI - M. A. ABDOU

More information

Dorf, R.C., Wan, Z. T- Equivalent Networks The Electrical Engineering Handbook Ed. Richard C. Dorf Boca Raton: CRC Press LLC, 2000

Dorf, R.C., Wan, Z. T- Equivalent Networks The Electrical Engineering Handbook Ed. Richard C. Dorf Boca Raton: CRC Press LLC, 2000 orf, R.C., Wn,. T- Equivlent Networks The Eletril Engineering Hndook Ed. Rihrd C. orf Bo Rton: CRC Press LLC, 000 9 T P Equivlent Networks hen Wn University of Cliforni, vis Rihrd C. orf University of

More information

Heat flux and total heat

Heat flux and total heat Het flux nd totl het John McCun Mrch 14, 2017 1 Introduction Yesterdy (if I remember correctly) Ms. Prsd sked me question bout the condition of insulted boundry for the 1D het eqution, nd (bsed on glnce

More information

Applications of Definite Integral

Applications of Definite Integral Chpter 5 Applitions of Definite Integrl 5.1 Are Between Two Curves In this setion we use integrls to find res of regions tht lie between the grphs of two funtions. Consider the region tht lies between

More information

Terminal Velocity and Raindrop Growth

Terminal Velocity and Raindrop Growth Terminl Velocity nd Rindrop Growth Terminl velocity for rindrop represents blnce in which weight mss times grvity is equl to drg force. F 3 π3 ρ L g in which is drop rdius, g is grvittionl ccelertion,

More information

Development of Failure Probability Analysis Method for. Concrete Piers of Multi-span Continuous Bridges using

Development of Failure Probability Analysis Method for. Concrete Piers of Multi-span Continuous Bridges using Development o Filure Probbility Anlysis Method or Conrete Piers o Multi-spn Continuous Bridges using the Probbilisti Cpity Spetrum Method Je Shin CHOI, Je Kwn KIM ABSTRACT When erthqukes our, strutures

More information

Appendix C Partial discharges. 1. Relationship Between Measured and Actual Discharge Quantities

Appendix C Partial discharges. 1. Relationship Between Measured and Actual Discharge Quantities Appendi Prtil dishrges. Reltionship Between Mesured nd Atul Dishrge Quntities A dishrging smple my e simply represented y the euilent iruit in Figure. The pplied lternting oltge V is inresed until the

More information

Finite Element Simulation on Frictional and Brittle Preseismic fault slip

Finite Element Simulation on Frictional and Brittle Preseismic fault slip Finite Element Simultion on Fritionl nd Brittle Preseismi fult slip Zhishen Wu (1) Yun Go (1) Yutk Murkmi (2) (1) Deprtment of Urn & Civil Engineering. Irki University, Jpn (e-mil: zswu@ip.irki..jp; goyun@hs.irki..jp,

More information

Green s Theorem. (2x e y ) da. (2x e y ) dx dy. x 2 xe y. (1 e y ) dy. y=1. = y e y. y=0. = 2 e

Green s Theorem. (2x e y ) da. (2x e y ) dx dy. x 2 xe y. (1 e y ) dy. y=1. = y e y. y=0. = 2 e Green s Theorem. Let be the boundry of the unit squre, y, oriented ounterlokwise, nd let F be the vetor field F, y e y +, 2 y. Find F d r. Solution. Let s write P, y e y + nd Q, y 2 y, so tht F P, Q. Let

More information

ANALYSIS AND MODELLING OF RAINFALL EVENTS

ANALYSIS AND MODELLING OF RAINFALL EVENTS Proeedings of the 14 th Interntionl Conferene on Environmentl Siene nd Tehnology Athens, Greee, 3-5 Septemer 215 ANALYSIS AND MODELLING OF RAINFALL EVENTS IOANNIDIS K., KARAGRIGORIOU A. nd LEKKAS D.F.

More information

6.5 Improper integrals

6.5 Improper integrals Eerpt from "Clulus" 3 AoPS In. www.rtofprolemsolving.om 6.5. IMPROPER INTEGRALS 6.5 Improper integrls As we ve seen, we use the definite integrl R f to ompute the re of the region under the grph of y =

More information

Plates on elastic foundation

Plates on elastic foundation Pltes on elstic foundtion Circulr elstic plte, xil-symmetric lod, Winkler soil (fter Timoshenko & Woinowsky-Krieger (1959) - Chpter 8) Prepred by Enzo Mrtinelli Drft version ( April 016) Introduction Winkler

More information

Travelling Profile Solutions For Nonlinear Degenerate Parabolic Equation And Contour Enhancement In Image Processing

Travelling Profile Solutions For Nonlinear Degenerate Parabolic Equation And Contour Enhancement In Image Processing Applied Mthemtics E-Notes 8(8) - c IN 67-5 Avilble free t mirror sites of http://www.mth.nthu.edu.tw/ men/ Trvelling Profile olutions For Nonliner Degenerte Prbolic Eqution And Contour Enhncement In Imge

More information

GM1 Consolidation Worksheet

GM1 Consolidation Worksheet Cmridge Essentils Mthemtis Core 8 GM1 Consolidtion Worksheet GM1 Consolidtion Worksheet 1 Clulte the size of eh ngle mrked y letter. Give resons for your nswers. or exmple, ngles on stright line dd up

More information

Problems set # 3 Physics 169 February 24, 2015

Problems set # 3 Physics 169 February 24, 2015 Prof. Anhordoqui Problems set # 3 Physis 169 Februry 4, 015 1. A point hrge q is loted t the enter of uniform ring hving liner hrge density λ nd rdius, s shown in Fig. 1. Determine the totl eletri flux

More information

THE EXISTENCE-UNIQUENESS THEOREM FOR FIRST-ORDER DIFFERENTIAL EQUATIONS.

THE EXISTENCE-UNIQUENESS THEOREM FOR FIRST-ORDER DIFFERENTIAL EQUATIONS. THE EXISTENCE-UNIQUENESS THEOREM FOR FIRST-ORDER DIFFERENTIAL EQUATIONS RADON ROSBOROUGH https://intuitiveexplntionscom/picrd-lindelof-theorem/ This document is proof of the existence-uniqueness theorem

More information

REINFORCED CONCRETE. Reinforced Concrete Design. A Fundamental Approach - Fifth Edition

REINFORCED CONCRETE. Reinforced Concrete Design. A Fundamental Approach - Fifth Edition CHAPTER REINFORCED CONCRETE Reinored Conrete Design A Fundmentl Approh - Fith Edition Fith Edition FLEXURE IN BEAMS A. J. Clrk Shool o Engineering Deprtment o Civil nd Environmentl Engineering 5 SPRING

More information

3/8" Square (10 mm) Multi-Turn Cermet Trimmer

3/8 Square (10 mm) Multi-Turn Cermet Trimmer 3/8" Squre ( mm) Multi-Turn Cermet FEATURES Industril grde W t 70 C Tests ording to CECC 400 or IEC 60393-1 Contt resistne vrition < 1 % typil Complint to RoHS Diretive 2002/95/EC The Model is smll size

More information

HT Module 2 Paper solution. Module 2. Q6.Discuss Electrical analogy of combined heat conduction and convection in a composite wall.

HT Module 2 Paper solution. Module 2. Q6.Discuss Electrical analogy of combined heat conduction and convection in a composite wall. HT Module 2 Pper solution Qulity Solutions wwwqulitytutorilin Module 2 Q6Discuss Electricl nlogy of combined het conduction nd convection in composite wll M-16-Q1(c)-5m Ans: It is frequently convient to

More information

1 PYTHAGORAS THEOREM 1. Given a right angled triangle, the square of the hypotenuse is equal to the sum of the squares of the other two sides.

1 PYTHAGORAS THEOREM 1. Given a right angled triangle, the square of the hypotenuse is equal to the sum of the squares of the other two sides. 1 PYTHAGORAS THEOREM 1 1 Pythgors Theorem In this setion we will present geometri proof of the fmous theorem of Pythgors. Given right ngled tringle, the squre of the hypotenuse is equl to the sum of the

More information

Delay Variability at Signalized Intersections

Delay Variability at Signalized Intersections Trnsporttion Reserh Reord 1710 15 Pper No. 00-0810 Dely Vribility t Signlized Intersetions Liping Fu nd Brue Helling Delys tht individul vehiles my experiene t signlized intersetion re usully subjet to

More information

SUPPLEMENTARY INFORMATION

SUPPLEMENTARY INFORMATION DOI:.38/NMAT343 Hybrid Elstic olids Yun Li, Ying Wu, Ping heng, Zho-Qing Zhng* Deprtment of Physics, Hong Kong University of cience nd Technology Cler Wter By, Kowloon, Hong Kong, Chin E-mil: phzzhng@ust.hk

More information

ON THE INEQUALITY OF THE DIFFERENCE OF TWO INTEGRAL MEANS AND APPLICATIONS FOR PDFs

ON THE INEQUALITY OF THE DIFFERENCE OF TWO INTEGRAL MEANS AND APPLICATIONS FOR PDFs ON THE INEQUALITY OF THE DIFFERENCE OF TWO INTEGRAL MEANS AND APPLICATIONS FOR PDFs A.I. KECHRINIOTIS AND N.D. ASSIMAKIS Deprtment of Eletronis Tehnologil Edutionl Institute of Lmi, Greee EMil: {kehrin,

More information

We partition C into n small arcs by forming a partition of [a, b] by picking s i as follows: a = s 0 < s 1 < < s n = b.

We partition C into n small arcs by forming a partition of [a, b] by picking s i as follows: a = s 0 < s 1 < < s n = b. Mth 255 - Vector lculus II Notes 4.2 Pth nd Line Integrls We begin with discussion of pth integrls (the book clls them sclr line integrls). We will do this for function of two vribles, but these ides cn

More information

The Riemann-Lebesgue Lemma

The Riemann-Lebesgue Lemma Physics 215 Winter 218 The Riemnn-Lebesgue Lemm The Riemnn Lebesgue Lemm is one of the most importnt results of Fourier nlysis nd symptotic nlysis. It hs mny physics pplictions, especilly in studies of

More information

Math 8 Winter 2015 Applications of Integration

Math 8 Winter 2015 Applications of Integration Mth 8 Winter 205 Applictions of Integrtion Here re few importnt pplictions of integrtion. The pplictions you my see on n exm in this course include only the Net Chnge Theorem (which is relly just the Fundmentl

More information

- 5 - TEST 2. This test is on the final sections of this session's syllabus and. should be attempted by all students.

- 5 - TEST 2. This test is on the final sections of this session's syllabus and. should be attempted by all students. - 5 - TEST 2 This test is on the finl sections of this session's syllbus nd should be ttempted by ll students. Anything written here will not be mrked. - 6 - QUESTION 1 [Mrks 22] A thin non-conducting

More information

Learning Objectives of Module 2 (Algebra and Calculus) Notes:

Learning Objectives of Module 2 (Algebra and Calculus) Notes: 67 Lerning Ojetives of Module (Alger nd Clulus) Notes:. Lerning units re grouped under three res ( Foundtion Knowledge, Alger nd Clulus ) nd Further Lerning Unit.. Relted lerning ojetives re grouped under

More information