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Numerical solution of some geometric inverse problems

Doubova Krasotchenko, Anna

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Nume ical solu ion o some geome ic in e se p oblems Anna DOUBOVA Dp o. E.D.A.N. - Uni . o Se illa join wo k wi h E. FERN ´ ANDEZ-CARA - Dp o. E.D.A.N. - Uni . o Se illa Nume ical Resolu ion o In e se P oblems BCAM, Bilbao, 8-9 Janua y 2015 A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Ou line 1Mo i a ion: Elas og aphy 2Wa e equa ion 3Elas ici y sys ems 4Recons uc ion and nume ical algo i hms 5Nume ical esul s 2D wa e equa ion 2D Lam´ e sys em 3D wa e equa ion 3D Lam´ e sys em 6Wo k in p og ess A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Geome ic In e se P oblems go e ned by PDEs Mo i a ion: Elas og aphy We conside : Geome ic in e se p oblems Wa e equa ion and Lam´ e sys ems Mo i a ion: Elas og aphy A non-in asi e me hod o umo de ec ion: when a mechanical comp ession o ib a ion is applied, he umo de o ms less han he su ounding issue A echnique o de ec elas ic p ope ies o issue om acous ic wa e gene a o s (applica ions in Medicine) A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Mo i a ion Elas og aphy Classical de ec ion me hods in mammog aphy: Figu e: Palpa ion Figu e: x- ays A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Mo i a ion Elas og aphy Elas og aphy (“imaging palpa ion”) is be e sui ed han palpa ion and x- ays echniques: — Tumo s can be a om he su ace —o small — o may ha e p ope ies indis inguishable h ough palpa ion o x- ays Figu e: S i ness is ep esen ed by a colo spec um, anging om da k ed ( e y s i ) h ough o ange, yellow, and g een, o blue ( e y so ). A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Wa e equa ion N-dimensional wa e equa ion (N=2 o 3) (a) Di ec p oblem: Da a: Ω,T>0, ϕ,Dand γ⊂∂Ω Resul : he solu ion u (1)       u −∆u=0 in (Ω D)×(0,T) u=ϕon (∂Ω) ×(0,T) u=0 on (∂D)×(0,T) u(x,0) = u0,u (x,0) = u1in Ω In o ma ion: (2)α=∂u ∂non γ×(0,T) (b) In e se p oblem: (Pa ial) da a: Ω,T,ϕand γ⊂∂Ω (Addi ional) in o ma ion: α Goal: Find Dsuch ha he solu ion o (1)sa is ies (2) A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm N-dimensional wa e equa ion Uniqueness        ui −∆ui=0 in Ω Di×(0,T),i=0,1 ui=ϕin ∂Ω×(0,T) ui=0 in ∂Di×(0,T) ui(x,0) = 0,ui (x,0) = 0 in Ω Di Theo em T>T∗(Ω, γ),D0,D1a e con ex, ϕ6=0 ∂u0 ∂n=∂u1 ∂non γ×(0,T)    =⇒D0=D1 Fundamen al esul s: H¨ o mande , Lions A en ion: Weake han he geome ic condi ion (Only uniqueness, no obse abili y!) A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Elas ici y sys ems Iso opic case        u − ∇ · (µ(x)(∇u+∇u ) + λ(x)(∇ · u)Id.) = 0 in Ω D×(0,T) u=ϕon ∂Ω×(0,T) u=0 on ∂D×(0,T) u(0) = u0,u (0) = u1in Ω D Obse a ion: σ(u)·n:= µ(x)(∇u+∇u ) + λ(x)(∇ · u)Id.·non γ×(0,T) Explana ions: u= (u1,u2,u3)is he displacemen ec o Small displacemen s. Hence, linea elas ici y Iso opy assump ions. The issue is desc ibed by λand µ A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm N-dimensional elas ici y sys em Uniqueness        ui − ∇ · (µ(x)(∇ui+∇)(ui) ) + λ(x)(∇ · ui)Id.) = 0 in Ω Di×(0,T) ui=ϕon ∂Ω×(0,T) ui=0 on ∂Di×(0,T) ui(0) = 0,ui (0) = 0 in Ω Di Theo em (Cons an coe icien s) T>T∗(Ω, γ),D0,D1a e con ex, ϕ6=0 σ(u0)·n=σ(u1)·n on γ×(0,T))=⇒D0=D1 Fo uniqueness, he key poin is Unique con inua ion p ope y (Imanu ilo –Yamamo o, 2008, complex condi ions on µ, λ) AD, E. Fe n´ andez-Ca a, wo k in p og ess (∃O he unique con inua ion esul s o s a iona y p oblems: Lin–Wang, 2005; Escau iaza, 2005; Alessand ini–Mo asi, 2001; Nakamu a–Wang, 2006; Imanu ilo –Yamamo o, 2012) A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 2-D wa e equa ion I Case o a ball Tes 1:T=5, u0=10x,u1=0, ϕ=10x x0des = -3,y0des = 0, des = 0.4 x0ini = 0,y0ini = 0, ini = 0.6 NLop (AUGLAG + CRS2), NoI e = 1007, F eeFem++: x0cal = -2.998645439,y0cal = 0.000425214708 cal = 0.4001667063 Figu e: Ini ial mesh: iangles 992, e ices 526 Figu e: The desi ed cen e and adius o he ball A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 2-D wa e equa ion II Case o a ball Figu e: Compu ed cen e and adius: AUGALG + CRS2 x0cal= -2.998645439,y0cal = 0.000425214708, cal=0.4001667063 A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 2-D wa e equa ion III Case o a ball 0 50 100 150 200 250 300 350 400 450 500 0 500 1000 1500 2000 2500 3000 3500 I e a ions Cu en Func ion Values Func ion alue Figu e: E olu ion o Jdu ing he i s 500 i e a ions o CRS2 A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 2-D wa e equa ion IV Case o a ball 0.2 0.3 0.4 0.5 0.6 0.7 0.8 −0.2 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 J(x0, ) Figu e: The unc ional Jwi h espec o he a iable A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 2-D wa e equa ion V Case o a ball −5 −4 −3 −2 −1 −2 −1 0 1 2 0 20 40 60 80 100 120 Figu e: The unc ional Jwi h espec o he a iables x0and y0 A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 2-D wa e equa ion VI Case o a ball Tes 2:T=5, u0=10x,u1=0, ϕ=10x x0des = -3,y0des = 0, des = 0.4 x0ini = 0,y0ini = 0, ini = 0.6 NLop (AUGLAG + DIRECT), NoI e = 1001, F eeFem++: x0cal = -2.962962963 y0cal = -0.01219326322 cal = 0.4220164609 A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 2-D wa e equa ion VII Case o a ball 20 ANNA DOUBOVA AND ENRIQUE FERN ´ ANDEZ-CARA Figu e 14. Some expe iences wi h AUGLAG and DIRECTNoScal as he subsidia y op imiza ion algo i hm. Rema k 3. As in he one-dimensional case, i is possible o in oduce ano he me hod o he pa ial iden i ica ion on B(x0; ) elying on di↵e en ia ion wi h espec o he domain. Thus, o each su icien ly small m2R2⇥R, le us assume ha ↵=@u @n|⇥(0,T )and ↵m=@um @n|⇥(0,T )a e known, wi h m=(d, s),D+m=B(x0+d; +s). He e, u( eps. um) is he solu ion o (35) co esponding o B=B(x0; )( esp. B=B(x0+d; +s)). Using domain a ia ion echniques, we ob ain he ollowing o mula: ↵m↵=L(d, s)+1 2Q((d, s),(d, s)) + o(|d|2+|s)|2), whe e L(d, s)= @z @n⇥(0,T ),Q((d, s),(d, s)) = @w @n⇥(0,T ), Figu e: Some expe iences wi h AUGLAG and DIRECT A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 2-D wa e equa ion VIII Case o a ball Figu e: Desi ed and compu ed adius and cen e s o he ball A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 2-D wa e equa ion I Case o an ellipse Op imiza ion p oblem: case o an ellipse Gi en: eα=eα(x, ). Find x0,y0and θand a,bsuch ha (x0,y0, θ, a,b)∈Xeand J(x0,y0, θ, a,b)≤J(x0 0,y0 0, θ0,a0,b0)∀(x0 0,y0 0, θ0,a0,b0)∈Xe,(2) he unc ion J:Xe7→ Ris de ined by J(x0,y0, θ, a,b) := 1 2ZZγ×(0,T) |α[x0,y0, θ, a,b]−eα|2ds d wi h α[x0,y0, θ, a,b] = ∂u ∂non γ×(0,T) Xe:= {(x0,y0, θ, a,b)∈R5:E(x0,y0, θ, a,b)⊂Ω} A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 2-D wa e equa ion II Case o an ellipse Resolu ion o an op imiza ion p oblem. Now, J=J(x0,y0, θ, a,b) Tes 3:T=5, u0=10x,u1=0, ϕ=10x x0des=-3,y0des=-3,sin( he ades)=0,ades=0.8,bdes=0.4 x0ini=-1,y0ini=-1,sin( he aini)=0,aini=0.5,bini=0.5 NLop (AUGLAG + DIRECTNoScal), NoI e = 2001, F eeFem++ x0cal = -2.963301665 y0cal = -3.035106437 sin( he acal) = 0.112178021 acal = 0.8446502058 bcal = 0.4166666667 A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 2-D Lam´ e sys em III Case o an ellipse Figu e: Compu ed solu ion a he inal ime A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 3-D wa e equa ion I Case o a sphe e Tes 6:T=5, u0=10x,u1=0, ϕ=10x x0des = -2,y0des = -2,z0des = -2, des = 1 x0ini = 0,y0ini = 0,z0des = 0, ini = 0.6 NLop (AUGLAG + DIRECTNoScal), NoI e = 438, F eeFem++ x0cal = -1.975308642 y0cal = -2.232383275 z0cal = -2.305542854 cal = 1.05 A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 3-D wa e equa ion II Case o a sphe e Figu e: Ini ial mesh. Poin s: 829, e ahed a: 4023, aces: 8406, edges: 5210, bounda y aces: 720, bounda y edges: 1080 A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 3-D wa e equa ion III Case o a sphe e Figu e: Desi ed con igu a ion A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 3-D wa e equa ion IV Case o a sphe e Figu e: Compu ed obse a ion and mesh A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 3-D wa e equa ion V Case o a sphe e Figu e: Solu ion o he wa e equa ion co esponding o compu ed da a A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 3-D Lam´ e sys em I Case o a sphe e Tes 7:T=5, u01 =10x,u02 =10y,u03 =10z u11 =0, u12 =0, u13 =0 ϕ1=10x,ϕ2=10y,ϕ3=10z x0des = -2,y0des = -2,z0des = -2, des = 1 x0ini = 0,y0ini = 0,z0des = 0, ini = 0.6 NLop (AUGLAG + DIRECTNoScal), NoI e = 444 , F eeFem++: x0cal = -1.981405274 y0cal = -2.225232904 z0cal = -2.148084171 cal = 0.9504115226 A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 3-D Lam´ e sys em II Case o a sphe e Figu e: Ini ial mesh. Poin s: 829, e ahed a: 4023, aces: 8406, edges: 5210, bounda y aces: 720, bounda y edges: 1080 A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 3-D Lam´ e sys em III Case o a sphe e Figu e: Desi ed con igu a ion A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm Nume ical esul s: 3-D Lam´ e sys em IV Case o a sphe e A. Doubo a Nume ical solu ion o some geome ic in e se p oblemsm