Research article Special Issues

Effect of interaction of embedded crack and free surface on remaining fatigue life

  • Received: 29 September 2016 Accepted: 23 November 2016 Published: 05 December 2016
  • Embedded crack located near free surface of a component interacts with the free surface. When the distance between the free surface and the embedded crack is short, stress at the crack tip ligament is higher than that at the other area of the cracked section. It can be easily expected that fatigue crack growth is fast, when the embedded crack locates near the free surface. To avoid catastrophic failures caused by fast fatigue crack growth at the crack tip ligament, fitness-for-service (FFS) codes provide crack-to-surface proximity rules. The proximity rules are used to determine whether the cracks should be treated as embedded cracks as-is, or transformed to surface cracks. Although the concepts of the proximity rules are the same, the specific criteria and the rules to transform embedded cracks into surface cracks differ amongst FFS codes. This paper focuses on the interaction between an embedded crack and a free surface of a component as well as on its effects on the remaining fatigue lives of embedded cracks using the proximity rules provided by the FFS codes. It is shown that the remaining fatigue lives for the embedded cracks strongly depend on the crack aspect ratio and location from the component free surface. In addition, it can be said that the proximity criteria defined by the API and RSE-M codes give overly conservative remaining lives. On the contrary, the WES and AME codes always give long remaining lives and non-conservative estimations. When the crack aspect ratio is small, ASME code gives non-conservative estimation.

    Citation: Genshichiro Katsumata, Valéry Lacroix, Yinsheng Li. Effect of interaction of embedded crack and free surface on remaining fatigue life[J]. AIMS Materials Science, 2016, 3(4): 1748-1758. doi: 10.3934/matersci.2016.4.1748

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  • Embedded crack located near free surface of a component interacts with the free surface. When the distance between the free surface and the embedded crack is short, stress at the crack tip ligament is higher than that at the other area of the cracked section. It can be easily expected that fatigue crack growth is fast, when the embedded crack locates near the free surface. To avoid catastrophic failures caused by fast fatigue crack growth at the crack tip ligament, fitness-for-service (FFS) codes provide crack-to-surface proximity rules. The proximity rules are used to determine whether the cracks should be treated as embedded cracks as-is, or transformed to surface cracks. Although the concepts of the proximity rules are the same, the specific criteria and the rules to transform embedded cracks into surface cracks differ amongst FFS codes. This paper focuses on the interaction between an embedded crack and a free surface of a component as well as on its effects on the remaining fatigue lives of embedded cracks using the proximity rules provided by the FFS codes. It is shown that the remaining fatigue lives for the embedded cracks strongly depend on the crack aspect ratio and location from the component free surface. In addition, it can be said that the proximity criteria defined by the API and RSE-M codes give overly conservative remaining lives. On the contrary, the WES and AME codes always give long remaining lives and non-conservative estimations. When the crack aspect ratio is small, ASME code gives non-conservative estimation.


    We consider the Cauchy problem associated with the following 2×2 system of conservation laws in one space dimension:

    {tρ+x(uρf(ρ))=0,t>0,xR,tu+x(u2f(ρ))=0,t>0,xR,ρ(0,x)=ρ0(x),xR,u(0,x)=u0(x),xR. (1)

    The functions ρ:(0,)×RR and u:(0,)×RR represent the vehicular density and the generalized momentum, respectively. The velocity law is given by uf(ρ), where the function f=f(ρ) describes the reaction of drivers to the different crowding levels of the road.

    System (1) describes the evolution of congested traffic in the second-order macroscopic traffic model introduced in [13] as an extension of the classical first-order Lighthill-Whitham-Richards (LWR) model (see [28, 34]) allowing different drivers to have different maximal speeds. According to the empirical evidence that vehicular traffic behaves differently in the situations of low and high densities, see [24], the model in [13] consists of two different regimes or phases: a free phase, described by a single transport equation, and a congested one, modeled by the 2×2 system (1).

    We remark that the well-known second-order Aw-Rascle-Zhang (ARZ) model in its original form [1, Formula (2.10)], i.e.

    {tρ+x(ρv)=0,t>0,xR,t(ρ(v+p(ρ)))+x(ρv(v+p(ρ)))=0,t>0,xR,

    has some similarities, at least formally, with (1). Indeed the quantity v+p(ρ) in the ARZ model plays an analogous role to that of uρ in (1). However, since the pressure term p in the ARZ model depends only on the density ρ, there is no any admissible change of variable, which transforms (1) into the ARZ model and vice-versa.

    The original ARZ model does not distinguish between a free and a congested phase, but it was extended in this direction in [20], where Goatin generalized the two-phase model proposed by Colombo in [12], coupling the LWR equation in the free phase with the ARZ model in the congested phase. A peculiar difference between the aforementioned models and the one formulated in [13] is that the two phases are here connected. For other second order macroscopic or two-phase models describing traffic evolution, see [4, 17, 19, 21, 27, 39] and the references therein.

    In the present paper, we do not consider phase transitions; we focus on the evolution of traffic in the congested regime given by system (1). Indeed, the more complex and richer dynamics happens in the congested phase. On the other hand, in the free phase the model reduces to a linearly degenerate 2×2 system, where each driver's speed is constantly equal to the maximal one. Our main contribution is a proof that the solutions of the viscous approximations of (1) converge to a weak solution of the hyperbolic system.

    The vanishing viscosity limit of uniformly parabolic viscous regularizations of scalar conservation laws is a crucial point in Kružkov's well-posedness theory (see [26] and [5, 14, 23] for a modern exposition). The developments concerning the vanishing viscosity approximation of systems of conservation laws are more recent. DiPerna proved convergence for certain classes of 2×2 genuinely nonlinear systems in [9, 15, 25]. His results were subsequently extended in many directions to more general systems describing gas dynamics or other physical phenomena (e.g. shallow waters, liquid chromatography, etc.) – see, e.g. [10, 22, 31, 40] and references therein. The proofs rely on a compensated compactness argument: the key idea, introduced by Tartar and Murat (see, e.g., [16, Chapter 5] for a survey), is as follows: the invariant region method provides uniform L bounds on the sequence of viscous approximation, but the weak-star convergence does not allow to pass to limit in the nonlinear terms of the equations; however, the weak limit can be represented in terms of Young measures, which reduce to a Dirac mass (hence giving strong convergence) due to the entropy dissipation mechanism. In [35], Serre proved the global existence of weak solutions for a 2×2 Temple class systems, that is for systems with either linearly degenerate characteristic fields, or with straight characteristic curves (see also [38]). Coclite, Karlsen, Mishra, Risebro applied an improved compensated compactness result due to Panov (see [33]) to prove convergence for 2×2 triangular systems in [11]. For strictly hyperbolic n×n systems with small initial total variation, in [3], Bianchini and Bressan managed to develop a theory of vanishing viscosity based a priori BV bounds on solutions. We remark that the general uniqueness results known for systems of conservation laws apply only to BV solutions (see [5, 6, 7, 8, 29, 30]); therefore, the uniqueness of the L solutions obtained by the compensated compactness method remains a long-standing open problem.

    None of the previously known results can be directly applied to our problem: indeed, we do not assume any smallness condition on the initial data and system (1) is neither of Temple class nor genuinely nonlinear nor triangular.

    The paper is organized as follows. In Section 2, we introduce the approximate viscous system and we state the main result together with the assumptions on the function f and on the initial data. Section 3 is dedicated to several a priori estimates for the solutions of the viscous system and to the compactness of the family of Riemann invariants, which is a preliminary step in the proof of the main result. Finally, in Section 4, we prove the existence of a solution to (1) by the vanishing viscosity approach. Here the main tool is the version of the compensated compactness proposed by Panov in [33].

    Before stating the main result of the paper, Theorem 2.2, we introduce the viscous approximation of (1) and all the required assumptions.

    We consider a flux function f that satisfies the following hypothesis:

    (F): fC2([0,1];R+) satisfies f(1)=0 and the function ρρ2f(ρ) is not affine in every nontrivial subinterval of [0,1].

    Assumption (F) guarantees that the function g:[0,1]R+, defined by

    g(ρ)=ρ2f(ρ), (2)

    for every ρ[0,1], is genuinely nonlinear.

    Example 1. The affine function f(ρ)=1ρ satisfies assumption (F). Indeed g"(ρ)=26ρ is equal to 0 if and only if ρ=13.

    Example 2. Choose δ(0,1) and define fC2([0,1];R+) such that f(ρ)<0 for every ρ(δ2,1), f(ρ)=2δ1 for every ρ[0,δ2], and f(ρ)=1ρ1 for ρδ. This is a typical choice in traffic flow modeling. Note that it is possible to choose f such that assumption (F) is satisfied.

    On the initial data ρ0:RR and u0:RR, we assume that there exist two constants 0<ˇw<ˆw<, such that

    0ρ01,ˇwρ0u0ˆwρ0, (3)
    ln(ρ0)L1(R),TV(u0ρ0)<+. (4)

    Remark 1. Assumptions (3) and (4) on the function ρ0 imply also that the function ρ01 belongs to L1(R).

    We use the following definition of weak solution of problem (1).

    Definition 2.1 (Weak solutions) Given ρ0L(R;R) and u0L(R;R), we say that the couple (ρ,u) is a weak solution of (1) if the following statements hold:

    1. ρL((0,+)×R;R);

    2. uL((0,+)×R;R);

    3. for every φCc([0,+)×R;R),

    +0R[ρ(t,x)tφ(t,x)+u(t,x)ρ(t,x)f(ρ(t,x))xφ(t,x)]dxdt+Rρ0(x)φ(0,x)dx=0;

    4. for every φCc([0,+)×R;R),

    +0R[u(t,x)tφ(t,x)+u2(t,x)f(ρ(t,x))xφ(t,x)]dxdt+Ru0(x)φ(0,x)dx=0.

    Let us consider the following viscous approximation of (1):

    {tρε+x(uερεf(ρε))=ε2xxρε,t>0,xR,tuε+x(u2εf(ρε))=ε2xxuε,t>0,xR,ρε(0,x)=ρ0,ε(x),xR,uε(0,x)=u0,ε(x),xR, (5)

    where ε>0 and the initial data ρ0,ε and u0,ε are smooth approximations of ρ0 and u0, respectively. More precisely we assume:

    ρ0,ε,u0,εC(R;R)foreveryε>0; (6)
    ρ0,ερ0,u0,εu0inLploc(R),1p<,anda.e.asε0; (7)
    ρ0,ε1L1(R)ρ01L1(R)foreveryε>0; (8)
    ερ0,ε1,ˇwρ0,εu0,εˆwρ0,εforeveryε>0; (9)
    ln(ρ0,ε)L1(R)ln(ρ0)L1(R),(u0,ερ0,ε)L1(R)TV(u0ρ0)forallε>0. (10)

    The well-posedness of classical solutions of (5) is guaranteed for short time by the Cauchy-Kowaleskaya theorem (see [37]) and for large times by the classical parabolic theory (see [18] or [31, Theorem 1.0.2]), provided uniform L bounds for ρε and uε. These a priori estimates are proved in Lemma 3.1 and imply that ρε is defined for every t>0 and that ρε(t,x) is strictly positive for every t>0 and xR.

    A key ingredient for the proof is the analysis of the Riemann invariant

    wε=uερε, (11)

    (see [14, Section 7.3] for a definition of Riemann invariants). From (5), we easily deduce that wε satisfies the equation

    twε+ρεf(ρε)wεxwε=ε2xxwε+2εxρεxwερε. (12)

    Our main result is the following convergence theorem.

    Theorem 2.2 (Convergence of the vanishing viscosity approximation). Let us suppose that the assumptions (F), (8), (9), and (10) hold. Then, there exists a sequence {εk}kN(0,),εk0, and a weak solution (ρ,u) of problem (1), in the sense of Definition 2.1, such that

    ρεkρ,uεkuinLploc((0,)×R),1p<,anda.e.in(0,)×Rask, (13)

    where (ρεk,uεk) is a classical solution of the viscous problem (5).

    In this section, we obtain several a priori estimates on the functions ρε,uε, solutions of (5), and on the function wε, defined in (11). For the sake of simplicity, throughout this section, we use c to denote various constants, which are independent of the parameter ε and of the time t.

    Lemma 3.1 (L estimates on ρε,uε,wε). Let us assume that (F) and (9) hold. For every t>0 and xR, we have that

    0<cε(t)ρε(t,x)1,ˇwρε(t,x)uε(t,x)ˆwρε(t,x),ˇwwε(t,x)ˆw, (14)

    where cε() is positive and continuous function defined in [0,).

    Proof. Due to (F) and (9), the functions r=ρε and r=1 are a solution and a supersolution (respectively) of the Cauchy problem

    {tr+x(uεrf(r))=ε2xxr,t>0,xR,r(0,x)=ρ0,ε(x),xR. (15)

    Therefore, the third inequality of the first line follows from the comparison principle for parabolic equations (see [18]). Moreover, the functions r=ρε and r=0 are a solution and a subsolution of the Cauchy problem (15), respectively; hence, the comparison principle implies that 0ρε(t,x).

    Due to (9), the functions r=uεˇwρε and r=0 are respectively a solution and a subsolution of the Cauchy problem

    {tr+x(ruεf(ρε))=ε2xxr,t>0,xR,r(0,x)=u0,ε(x)ˇwρ0,ε(x),xR.

    Using the comparison principle for parabolic equations (see [18]), we gain ˇwρεuε. An analogous argument proves that uεˆwρε.

    For the proof that ρε(t,x)cε(t) for every t>0 and xR, we use the same argument as in [31, Theorem 1.0.2]. The first equation in (5), with the change of variable qε=log(ρε), can be written as

    tqε=ε2xxqε+ε(xqεuεf(eqε)2ε)2u2ε(f(eqε))24εx(uεf(eqε)),

    so that, using the heat kernel Kε(t,x)=12πεtex24εt and (9),

    qε(t,x)=RKε(t,xy)log(ρ0,ε(y))dy+εt0RKε(tτ,xy)ε(yqε(τ,y)uε(τ,y)f(eqε(τ,y))2ε)2dydτt0RKε(tτ,xy)u2ε(τ,y)f2(eqε(τ,y))4εdydτt0RKε(tτ,xy)y(uε(τ,y)f(eqε(τ,y)))dydτlog(ε)t0RKε(tτ,xy)u2ε(τ,y)f2(eqε(τ,y))4εdydτ+t0RyKε(tτ,xy)uε(τ,y)f(eqε(τ,y))dydτ.

    From (F) and the estimate 0uεˆwρεˆw, we deduce that

    t0RKε(tτ,xy)u2ε(τ,y)f2(eqε(τ,y))4εdydτˆw2f2L(R)4εt0RKε(tτ,xy)dydτ=ˆw2f2L(R)4εt.

    Moreover, using again (F) and the estimate 0uεˆwρεˆw, we get

    |t0RyKε(tτ,xy)uε(τ,y)f(eqε(τ,y))dydτ|ˆwfL(R)t0R|yKε(tτ,xy)|dydτ2επttˆwfL(R).

    Therefore, for xR and t>0, we conclude that

    qε(t,x)log(ε)ˆw2f2L(R)4εt2επtˆwfL(R).

    So, for every xR and t>0,

    ρε(t,x)cε(t)>0

    with

    cε(t)=εexp(ˆw2f2L4εt2επtˆwfL(R)).

    This proves the first inequality in the first line of (14).

    Finally, the third line of (14) follows from the second one, the definition of wε given in (11), and the fact that ρε>0.

    Lemma 3.2 (L1 estimates on ρε1). Let us assume that (F), (8), and (9) hold. For every t0, we have that

    ρε(t,)1L1(R)ρ01L1(R). (16)

    Proof. Lemma 3.1 implies that 1ρε is positive. Therefore, using (5) and observing

    limx±ρε(t,x)f(ρε(t,x))=f(1)=0,limx±xρε(t,x)=0,

    due to (14), we deduce that

    ddtR|ρε1|dx=ddtR(1ρε)dx=Rtρεdx=Rx(εxρεuερεf(ρε))dx=0.

    An integration over (0,t) and assumption (8) give the claim.

    Lemma 3.3 (BV estimate on wε). Let us assume that (10) holds. We have that

    xwε(t,)L1(R)TV(u0ρ0), (17)

    for every t0.

    Proof. Differentiating (12) with respect to x, we get

    2txwε+x(ρεf(ρε)wεxwε)=ε3xxxwε+2εx(xρεxwερε).

    In light of [2, Lemma 2],

    ddtR|xwε|dx=R2txwεsign(xwε)dx=εR3xxxwεsign(xwε)dx+2εRx(xρεxwερε)sign(xwε)dxRx(ρεf(ρε)wεxwε)sign(xwε)dx=εR(2xxwε)2δ{xwε=0}dx02εRxρεxwερε2xxwεδ{xwε=0}dx=0+Rρεf(ρε)wεxwε2xxwεδ{xwε=0}dx=00,

    where δ{xwε=0} is the Dirac delta measure concentrated on the set {xwε=0}. An integration over (0,t) and assumption (10) give the claim.

    Lemma 3.4 (L1 estimate on ln(ρε)). Assume (F), (8), (9), and (10) hold. We have that

    ln(ρε(t,))L1(R)+εt0xρερε(s,)2L2(R)dsln(ρ0)L1(R)+tTV(u0ρ0)10|f(ξ)|dξ, (18)

    for every t0.

    Proof. Using the definition of wε (see (11)) in (5), we get

    tρε+x(wερ2εf(ρε))=ε2xxρε. (19)

    Let us consider the function F:(0,+)R defined, for every ξ>0, by

    F(ξ)=ξ1f(s)ds.

    Thanks to (14) and (17), we have that

    ddtR|ln(ρε)|dx=ddtRln(ρε)dx=Rtρερεdx=εR2xxρερεdx+Rx(wερ2εf(ρε))ρεdx=εR(xρε)2ρ2εdx+Rwεf(ρε)xρεxF(ρε)dx=εR(xρε)2ρ2εdxRxwεF(ρε)dxεR(xρε)2ρ2εdx+FL(0,1)R|xwε|dx.

    An integration over (0,t) and (17) give the claim.

    Lemma 3.5 (L2loc estimate on wε). Let us assume that the assumptions (F), (8), (9), and (10) hold. Let χCc(R) be a non negative cut-off function with compact support. Then there exists a positive constant c, possibly depending on the function χ, such that

    wε(t,)χ2L2(R)+εt0xwε(s,)χ2L2(R)dsc(t+1), (20)

    for every t0.

    Proof. Thanks to (12), (14), and (17), we have that

    ddtRw2ε2χ(x)dx=Rtwεwεχ(x)dx=εR2xxwεwεχ(x)dx+2εRxρεxwερεwεχ(x)dxRρεf(ρε)w2εxwεχ(x)dx=εR(xwε)2χ(x)dxεRxwεwεχ(x)dx+2εRxρεxwερεwεχ(x)dxRρεf(ρε)w2εxwεχ(x)dxε2R(xwε)2χ(x)dx+4εR(xρερε)2w2εχ(x)dx+cR|xwε|dxε2R(xwε)2χ(x)dx+cεR(xρερε)2dx+c.

    Integrating over (0,t) and using (10) and (18), we deduce that

    wε(t,)χ2L2(R)+εt0xwε(s,)χ2L2(R)dsu0,ερ0,εχ2L2(R)+εct0xρερε(s,)2L2(R)ds+ctc(t+1),

    where we used assumption (9) and Lemma 3.4 in the last line. This concludes the proof.

    This subsection deals with the compactness of {wε}ε>0, which is a preliminary step for the proof of Theorem 2.2. We use the following result, due to Murat (see [32] or [14, Lemma 17.2.2]).

    Theorem 3.6 (Murat's compact embedding). Let Ω be a bounded and open subset of RN with N2. Assume {Ln}nN is a bounded sequence of distributions in W1,(Ω). Suppose also that, for every nN, there exists a decomposition

    Ln=L1,n+L2,n,

    where {L1,n}nN lies in a compact subset of H1loc(Ω) and {L2,n}nN lies in a bounded subset of Mloc(Ω). Then {Ln}nN belongs to a compact subset of H1loc(Ω).

    The following result about the compactness of wε holds.

    Lemma 3.7. (Compactness of {wε}ε>0) Let us assume that the assumptions (F), (8), (9), and (10) hold. Then, there exist a sequence {εk}kN(0,), εk0, and a function

    wL((0,)×R)L(0,;BV(R)),

    such that

    wεkwinLploc((0,)×R),1p<,anda.e.in(0,)×R, (21)

    as k+.

    Proof. Note that the equation (12) for wε can be rewritten in the form

    twε=x(ε(εxwε))+2εxρεxwερερεf(ρε)wεxwε. (22)

    Thanks to Lemma 3.1,

    {twε}ε>0isboundedinW1,((0,)×R). (23)

    Observing that {εxwε}ε>0 is bounded in L2loc((0,)×R) (see Lemma 3.5), we gain

    {x(ε(εxwε))}ε>0compactinH1loc((0,)×R). (24)

    Using Lemmas 3.4 and 3.5,

    {εxρεxwερε}ε>0boundedinL1loc((0,)×R). (25)

    Finally, Lemmas 14 and 3.3 guarantee that

    {ρεf(ρε)wεxwε}ε>0isboundedinL1loc((0,)×R). (26)

    Therefore, in light of Theorem 3.6, we deduce that

    {twε}ε>0iscompactinH1loc((0,)×R). (27)

    On the other hand, from Lemma 3.3, we deduce that {xwε}ε>0 is bounded in L1loc((0,)×R) and, by Lemma 3.1, it is bounded in W1,((0,)×R). Therefore, Theorem 3.6 yields that

    {xwε}ε>0iscompactinH1loc((0,)×R). (28)

    This concludes the proof.

    In this section, we prove Theorem 2.2. To this end, first we state – in our setting – a compensated compactness result due to Panov (see [33, Theorem 2.5 and Remark 1]), which improves the classical compensated compactness theorem by Tartar (see [36] or [14, Lemma 17.4.1]).

    Theorem 4.1 (Panov's compensated compactness). Let {vν}ν>0 be a family of functions defined on (0,)×R and w the limit function introduced in Lemma 3.7. If {vν}νN lies in a bounded set of Lloc((0,)×R) and if, for every constant cR, the family

    {t|vνc|+x(sign(vνc)(g(vν)g(c))w)}ν>0,

    where g is a genuinely nonlinear function, lies in a compact set of H1loc((0,)×R), then there exist a sequence {νk}kN(0,),νk0, and a map vL((0,)×R) such that

    vνkvinLploc((0,)×R),1p<,anda.e.in(0,)×R,

    as k.

    Proof of Theorem 2.2. We begin by proving the compactness of {ρε}ε>0. Let cR be fixed. We claim that the family

    {t|ρεkc|+x[sign(ρεkc)(g(ρεk)g(c))w]}kN

    is compact in H1loc((0,+)×R), where g is the function defined in (2), which is genuinely nonlinear due to assumption (F). For simplicity, we introduce the following notations:

    η0(ξ)=|ξc||c|,q0(ξ)=sign(ξc)(g(ξ)g(c))+sign(c)g(c).

    Let us remark that

    η0(0)=q0(0)=0,t|ρεkc|+x[sign(ρεkc)(g(ρεk)g(c))w]=tη0(ρεk)+x(q0(ρεk)w)sign(c)g(c)xw. (29)

    Let {(ηε,qε)}ε>0 be a family of maps such that

    ηεC2(R),qεC2(R),qε=gηε,ηε"≥0,ηεη0L(0,1)ε,ηεη0L1(0,1)ε,ηεL(0,1)1,ηε(0)=qε(0)=0, (30)

    for every ε>0.

    Using (2), (5), (11), and (30), we deduce that

    tη0(ρεk)+x(q0(ρεk)w)=tηεk(ρεk)+x(qεk(ρεk)wεk)+t(η0(ρεk)ηεk(ρεk))I4,k+x((q0(ρεk)qεk(ρεk))w)I5,k+x(qεk(ρεk)(wwεk))I6,k=ηεk(ρεk)tρεk+qεk(ρεk)wεkxρεk+qεk(ρεk)xwεk+I4,k+I5,k+I6,k=εkηεk(ρεk)2xxρεkηεk(ρεk)x(wεkg(ρεk))+g(ρεk)ηεk(ρεk)wεkxρεk+qεk(ρεk)xwεk+I4,k+I5,k+I6,k=εk2xxηεk(ρεk)I2,kεkη"εk(ρεk)(xρεk)2I3,kηεk(ρεk)g(ρεk)xwεkηεk(ρεk)g(ρεk)wεkxρεk+ηεk(ρεk)g(ρεk)wεkxρεk+qεk(ρεk)xwεk+I4,k+I5,k+I6,k=(ηεk(ρεk)g(ρεk)qεk(ρεk))xwεkI1,k+I2,k+I3,k+I4,k+I5,k+I6,k.

    By Lemma 3.1, Lemma 3.3, and (30), there exist c1>0 and c2>0 such that

    I1,kL1((0,T)×R)c1T0xwεk(s)L1(R)dsc2T,

    proving that I1,k is bounded in L1((0,T)×R) for every T>0.

    By Lemma 3.1, Lemma 3.4, and (30), we deduce that there exist c1>0 and c2>0 such that, for every T>0,

    ε2kT0R|xηεk(ρεk)|2dxdt=ε2kT0R|ρ2εkηεk(ρεk)|2|xρεkρεk|2dxdtc1ε2kT0xρεkρεk(t,)2L2(R)dtεkc1c2(1+T),

    proving that I2,k0 as k+ in H1((0,T)×R).

    By Lemma 3.1 and Lemma 3.4, there exists c>0 such that, for every T>0,

    εkT0R|ηεk"(ρεk)||xρεk|2dxdt=εkT0R|ρ2εkηεk"(ρεk)||xρεkρεk|2dxdtc(1+T),

    proving that I3,k is bounded in L1loc((0,)×R).

    By Lemma 3.1 and (30), there exists c>0 such that

    η0(ρεk)ηεk(ρεk)L((0,)×R)η0ηεkL(0,1)εk,(q0(ρεk)qεk(ρεk))wL((0,)×R)q0qεkL(0,1)ˆwˆwgL(0,1)ηεkη0L1(0,1)cεk,

    proving that both I4,k0 and I5,k0 as k+ in H1loc((0,)×R).

    Finally, (30) implies that, for every ξ(0,1),

    |qεk(ξ)|10|g(s)||ηεk(s)|ds10|g(s)|dsc,

    for a suitable constant c>0. By Lemma 3.1 and Lemma 3.7, for every set K which is compactly embedded in (0,)×R, we get

    qεk(ρεk)(wwεk)L2(K)qεk(ρεk)L(K)wwεkL2(K)cwwεkL2(K),

    and so

    I6,k0inH1loc((0,)×R).

    Having proved that the family

    {t|ρεkc|+x[sign(ρεkc)(g(ρεk)g(c))w]}kN

    is compact in H1loc((0,+)×R), the compactness of {ρε}ε>0 follows from Theorem 4.1. This, together with the compactness of {wε}ε>0 established in Lemma 3.7, yields the compactness of {uε}ε>0 since uε=wερε (see (11)).

    In conclusion, we have proved that there exists (u,ρ)L((0,)×R;R) such that

    ρεkρ,uεkuinLploc((0,)×R),1p<,anda.e.in(0,)×Rask.

    By Lebesgue's dominated convergence theorem, we conclude that (ρ,u) is a weak solution of (1) in the sense of Definition 2.1.

    The authors are members of the Gruppo Nazionale per l'Analisi Matematica, la Probabilità e le loro Applicazioni (GNAMPA) of the Istituto Nazionale di Alta Matematica (INdAM). G. M. Coclite as been partially supported by the Research Project of National Relevance "Multiscale Innovative Materials and Structures" granted by the Italian Ministry of Education, University and Research (MIUR Prin 2017, project code 2017J4EAYB and the Italian Ministry of Education, University and Research under the Programme Department of Excellence Legge 232/2016 (Grant No. CUP - D94I18000260001). N. De Nitti is partially supported by the Alexander von Humboldt fundation and by the TRR-154 project of the Deutsche Forschungsgemeinschaft (DFG). We thank M. Gugat and E. Zuazua for several helpful conversations. We also thank the Referees for their valuable comments, which have contributed to improve the paper.

    [1] Hasegawa K, Bezensek B, Scarth DA (2016) Global Harmonization of Flaw Modeling/Characterization. Global Applications of the ASME Boiler & Pressure Vessel Code, ASME Press.
    [2] Lacroix V, Li Y, Strnadel B, et al. (2016) Recharacterization of Subsurface Flaw to Surface Flaw Based on Equivalent Fatigue Crack Growth Rate. J Pressure Vessel Technol 138: 024701.
    [3] Hasegawa K, Li Y, Saito K (2015) Study on Flaw-to-Surface Proximity Rule of Transformed Surface Flaws based on Fatigue Crack Growth Experiments. J Pressure Vessel Technol 137: 041101.
    [4] ASME B&PV Code Section XI (2015) Rules for In-service Inspection of Nuclear Power Plant Components.
    [5] JSME S NA1 (2015) Codes for Nuclear Power Generation Facilities, Rules on Fitness-for-Service for Nuclear Power Plants (in Japanese).
    [6] API 579-1/ASME FFS-1 (2007) Fitness-for-Service. American Petroleum Institute.
    [7] AFCEN (2010) French Association for Design, Construction and In-service Inspection Rules for Nuclear Island Components, RSE-M.
    [8] The Japan Welding Engineering Society (2011) WES 2805, Method of Assessment for Flaws in Fusion Welded Joints with respect to Brittle Fracture and Fatigue Crack Growth (in Japanese).
    [9] Association of Mechanical Engineers, Section IV (2008) Unified Procedure for Lifetime Assessment of Components and Piping in WWER NPPs (VERLIFE).
    [10] ASME B&PV Code Section II (2015) Materials.
    [11] Miyazaki K, Iwamatsu F, Nakanishi S, et al. (2006) Stress Intensity Factor Solution for Subsurface Flaw Estimated by Influence Function Method. ASME 2006 Pressure Vessels and Piping/ICPVT-11 Conference, Vancouver, Canada.
    [12] Li Y, Hasegawa K, Udagawa M (2015) Development of Stress Intensity Factors for Deep Surface Cracks in Pipes and Plates. J Pressure Vessel Technol 139: 021202.
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