The use of unmanned aerial vehicles (UAVs) for photogrammetry allows the rapid acquisition of high-resolution images of geological masses in complex landforms. However, effective analysis of the acquired image information remains a key research issue. At K158 + 837 on the Chongqing-Huaihua Railway, Baima jointed rock masses were reconstructed with high accuracy using UAV close-range photogrammetry technology, and rock discontinuities were extracted from the projected image. The proposed modeling algorithm for jointed rock masses enables the preprocessing of two-dimensional jointed rock mass slopes. Numerical simulations using the disk-based discontinuous deformation analysis method show that the discontinuity network formed by initial cutting significantly affects the subsequent crack development. Meanwhile, simulation results under different scenarios indicate the importance of the pre-reinforcement measures applied to unstable rock masses. The workflow developed based on these results can serve as a reference for the comprehensive acquisition, recognition and numerical modeling analysis of similar jointed rock masses.
Citation: Quan Dai, Biao Zhao, Shuguang Wang, Dongliang Huang, Changrui Jin. Numerical simulation scheme of jointed rock masses using UAV photogrammetry and a disk-based discontinuous deformation analysis model[J]. Electronic Research Archive, 2023, 31(6): 3381-3399. doi: 10.3934/era.2023171
[1] | Yaning Li, Mengjun Wang . Well-posedness and blow-up results for a time-space fractional diffusion-wave equation. Electronic Research Archive, 2024, 32(5): 3522-3542. doi: 10.3934/era.2024162 |
[2] | Shaoqiang Shang, Yunan Cui . Weak approximative compactness of hyperplane and Asplund property in Musielak-Orlicz-Bochner function spaces. Electronic Research Archive, 2020, 28(1): 327-346. doi: 10.3934/era.2020019 |
[3] | Eteri Gordadze, Alexander Meskhi, Maria Alessandra Ragusa . On some extrapolation in generalized grand Morrey spaces with applications to PDEs. Electronic Research Archive, 2024, 32(1): 551-564. doi: 10.3934/era.2024027 |
[4] | Yangrong Li, Shuang Yang, Qiangheng Zhang . Odd random attractors for stochastic non-autonomous Kuramoto-Sivashinsky equations without dissipation. Electronic Research Archive, 2020, 28(4): 1529-1544. doi: 10.3934/era.2020080 |
[5] | Huali Wang, Ping Li . Fractional integral associated with the Schrödinger operators on variable exponent space. Electronic Research Archive, 2023, 31(11): 6833-6843. doi: 10.3934/era.2023345 |
[6] | Peng Gao, Pengyu Chen . Blowup and MLUH stability of time-space fractional reaction-diffusion equations. Electronic Research Archive, 2022, 30(9): 3351-3361. doi: 10.3934/era.2022170 |
[7] | Ling-Xiong Han, Wen-Hui Li, Feng Qi . Approximation by multivariate Baskakov–Kantorovich operators in Orlicz spaces. Electronic Research Archive, 2020, 28(2): 721-738. doi: 10.3934/era.2020037 |
[8] | Shuguan Ji, Yanshuo Li . Quasi-periodic solutions for the incompressible Navier-Stokes equations with nonlocal diffusion. Electronic Research Archive, 2023, 31(12): 7182-7194. doi: 10.3934/era.2023363 |
[9] | Kun Cheng, Yong Zeng . On regularity criteria for MHD system in anisotropic Lebesgue spaces. Electronic Research Archive, 2023, 31(8): 4669-4682. doi: 10.3934/era.2023239 |
[10] | Francisco Javier García-Pacheco, María de los Ángeles Moreno-Frías, Marina Murillo-Arcila . On absolutely invertibles. Electronic Research Archive, 2024, 32(12): 6578-6592. doi: 10.3934/era.2024307 |
The use of unmanned aerial vehicles (UAVs) for photogrammetry allows the rapid acquisition of high-resolution images of geological masses in complex landforms. However, effective analysis of the acquired image information remains a key research issue. At K158 + 837 on the Chongqing-Huaihua Railway, Baima jointed rock masses were reconstructed with high accuracy using UAV close-range photogrammetry technology, and rock discontinuities were extracted from the projected image. The proposed modeling algorithm for jointed rock masses enables the preprocessing of two-dimensional jointed rock mass slopes. Numerical simulations using the disk-based discontinuous deformation analysis method show that the discontinuity network formed by initial cutting significantly affects the subsequent crack development. Meanwhile, simulation results under different scenarios indicate the importance of the pre-reinforcement measures applied to unstable rock masses. The workflow developed based on these results can serve as a reference for the comprehensive acquisition, recognition and numerical modeling analysis of similar jointed rock masses.
In this article, we study the following anisotropic singular →p(⋅)-Laplace equation
{−N∑i=1∂xi(|∂xiu|pi(x)−2∂xiu)=f(x)u−β(x)+g(x)uq(x) in Ω,u>0 in Ω,u=0 on ∂Ω, | (1.1) |
where Ω is a bounded domain in RN (N≥3) with smooth boundary ∂Ω; f∈L1(Ω) is a positive function; g∈L∞(Ω) is a nonnegative function; β∈C(¯Ω) such that 1<β(x)<∞ for any x∈¯Ω; q∈C(¯Ω) such that 0<q(x)<1 for any x∈¯Ω; pi∈C(¯Ω) such that 2≤pi(x)<N for any x∈¯Ω, i∈{1,...,N}.
The differential operator
N∑i=1∂xi(|∂xiu|pi(x)−2∂xiu), |
that appears in problem (1.1) is an anisotropic variable exponent →p(⋅)-Laplace operator, which represents an extension of the p(⋅)-Laplace operator
N∑i=1∂xi(|∂xiu|p(x)−2∂xiu), |
obtained in the case for each i∈{1,...,N}, pi(⋅)=p(⋅).
In the variable exponent case, p(⋅), the integrability condition changes with each point in the domain. This makes variable exponent Sobolev spaces very useful in modeling materials with spatially varying properties and in studying partial differential equations with non-standard growth conditions [1,2,3,4,5,6,7,8].
Anisotropy, on the other hand, adds another layer of complexity, providing a robust mathematical framework for modeling and solving problems that involve complex materials and phenomena exhibiting non-uniform and direction-dependent properties. This is represented mathematically by having different exponents for different partial derivatives. We refer to the papers [9,10,11,12,13,14,15,16,17,18,19,20,21] and references for further reading.
The progress in researching anisotropic singular problems with →p(⋅)-growth, however, has been relatively slow. There are only a limited number of studies available on this topic in academic literature. We could only refer to the papers [22,23,24] that were published recently. In [22], the author studied an anisotropic singular problems with constant case p(⋅)=p but with a variable singularity, where existence and regularity of positive solutions was obtained via the approximation methods. In [23], the author obtained the existence and regularity results of positive solutions by using the regularity theory and approximation methods. In [24], the authors showed the existence of positive solutions using the regularity theory and maximum principle. However, none of these papers studied combined effects of variable singular and sublinear nonlinearities.
We would also like to mention that the singular problems of the type
{−Δu=f(x)u−β in Ω,u>0 in Ω,u=0 on ∂Ω, | (1.2) |
have been intensively studied because of their wide applications to physical models in the study of non-Newtonian fluids, boundary layer phenomena for viscous fluids, chemical heterogenous catalysts, glacial advance, etc. (see, e.g., [25,26,27,28,29,30]).
These studies, however, have mainly focused on the case 0<β<1, i.e., the weak singularity (see, e.g. [31,32,33,34,35,36]), and in this case, the corresponding energy functional is continuous.
When β>1 (the strong singularity), on the other hand, the situation changes dramatically, and numerous challenges emerge in the analysis of differential equations of the type (1.2), where the primary challenge encountered is due to the lack of integrability of u−β for u∈H10(Ω) [37,38,39,40,41].
To overcome these challenges, as an alternative approach, the so-called "compatibility relation" between f(x) and β has been introduced in the recent studies [37,40,42]. This method, used along with a constrained minimization and the Ekeland's variational principle [43], suggests a practical approach to obtain solutions to the problems of the type (1.2). In the present paper, we generalize these results to nonstandard p(⋅)-growth.
The paper is organized as follows. In Section 2, we provide some fundamental information for the theory of variable Sobolev spaces since it is our work space. In Section 3, first we obtain the auxiliary results. Then, we present our main result and obtain a positive solution to problem (1.1). In Section 4, we provide an example to illustrate our results in a concrete way.
We start with some basic concepts of variable Lebesgue-Sobolev spaces. For more details, and the proof of the following propositions, we refer the reader to [1,2,44,45].
C+(¯Ω)={p;p∈C(¯Ω),infp(x)>1, for all x∈¯Ω}. |
For p∈C+(¯Ω) denote
p−:=infx∈¯Ωp(x)≤p(x)≤p+:=supx∈¯Ωp(x)<∞. |
For any p∈C+(¯Ω), we define the variable exponent Lebesgue space by
Lp(⋅)(Ω)={u∣u:Ω→R is measurable,∫Ω|u(x)|p(x)dx<∞}, |
then, Lp(⋅)(Ω) endowed with the norm
|u|p(⋅)=inf{λ>0:∫Ω|u(x)λ|p(x)dx≤1}, |
becomes a Banach space.
Proposition 2.1. For any u∈Lp(⋅)(Ω) and v∈Lp′(⋅)(Ω), we have
∫Ω|uv|dx≤C(p−,(p−)′)|u|p(⋅)|v|p′(⋅) |
where Lp′(x)(Ω) is the conjugate space of Lp(⋅)(Ω) such that 1p(x)+1p′(x)=1.
The convex functional Λ:Lp(⋅)(Ω)→R defined by
Λ(u)=∫Ω|u(x)|p(x)dx, |
is called modular on Lp(⋅)(Ω).
Proposition 2.2. If u,un∈Lp(⋅)(Ω) (n=1,2,...), we have
(i) |u|p(⋅)<1(=1;>1)⇔Λ(u)<1(=1;>1);
(ii) |u|p(⋅)>1⟹|u|p−p(⋅)≤Λ(u)≤|u|p+p(⋅);
(iii) |u|p(⋅)≤1⟹|u|p+p(⋅)≤Λ(u)≤|u|p−p(⋅);
(iv) limn→∞|un|p(⋅)=0⇔limn→∞Λ(un)=0;limn→∞|un|p(⋅)=∞⇔limn→∞Λ(un)=∞.
Proposition 2.3. If u,un∈Lp(⋅)(Ω) (n=1,2,...), then the following statements are equivalent:
(i) limn→∞|un−u|p(⋅)=0;
(ii) limn→∞Λ(un−u)=0;
(iii) un→u in measure in Ω and limn→∞Λ(un)=Λ(u).
The variable exponent Sobolev space W1,p(⋅)(Ω) is defined by
W1,p(⋅)(Ω)={u∈Lp(⋅)(Ω):|∇u|∈Lp(⋅)(Ω)}, |
with the norm
‖u‖1,p(⋅)=|u|p(⋅)+|∇u|p(⋅), |
or equivalently
‖u‖1,p(⋅)=inf{λ>0:∫Ω(|∇u(x)λ|p(x)+|u(x)λ|p(x))dx,≤1} |
for all u∈W1,p(⋅)(Ω).
As shown in [46], the smooth functions are in general not dense in W1,p(⋅)(Ω), but if the variable exponent p∈C+(¯Ω) is logarithmic Hölder continuous, that is
|p(x)−p(y)|≤−Mlog(|x−y|),for allx,y∈Ω such that|x−y|≤12, | (2.1) |
then the smooth functions are dense in W1,p(⋅)(Ω) and so the Sobolev space with zero boundary values, denoted by W1,p(⋅)0(Ω), as the closure of C∞0(Ω) does make sense. Therefore, the space W1,p(⋅)0(Ω) can be defined as ¯C∞0(Ω)‖⋅‖1,p(⋅)=W1,p(⋅)0(Ω), and hence, u∈W1,p(⋅)0(Ω) iff there exists a sequence (un) of C∞0(Ω) such that ‖un−u‖1,p(⋅)→0.
As a consequence of Poincaré inequality, ‖u‖1,p(⋅) and |∇u|p(⋅) are equivalent norms on W1,p(⋅)0(Ω) when p∈C+(¯Ω) is logarithmic Hölder continuous. Therefore, for any u∈W1,p(⋅)0(Ω), we can define an equivalent norm ‖u‖ such that
‖u‖=|∇u|p(⋅). |
Proposition 2.4. If 1<p−≤p+<∞, then the spaces Lp(⋅)(Ω) and W1,p(⋅)(Ω) are separable and reflexive Banach spaces.
Proposition 2.5. Let q∈C(¯Ω). If 1≤q(x)<p∗(x) for all x∈¯Ω, then the embedding W1,p(⋅)(Ω)↪Lq(⋅)(Ω) is compact and continuous, where
p∗(x)={Np(x)N−p(x),ifp(x)<N,+∞,ifp(x)≥N. |
Finally, we introduce the anisotropic variable exponent Sobolev spaces.
Let us denote by →p:¯Ω→RN the vectorial function →p(⋅)=(p1(⋅),...,pN(⋅)) with pi∈C+(¯Ω), i∈{1,...,N}. We will use the following notations.
Define →P+,→P−∈RN as
→P+=(p+1,...,p+N), →P−=(p−1,...,p−N), |
and P++,P+−,P−−∈R+ as
P++=max{p+1,...,p+N},P+−=max{p−1,...,p−N}, P−−=min{p−1,...,p−N}, |
Below, we use the definitions of the anisotropic variable exponent Sobolev spaces as given in [12] and assume that the domain Ω⊂RN satisfies all the necessary assumptions given in there.
The anisotropic variable exponent Sobolev space is defined by
W1,→p(⋅)(Ω)={u∈LP++(Ω):∂xiu∈Lpi(⋅)(Ω), i∈{1,...,N}}, |
which is associated with the norm
‖u‖W1,→p(⋅)(Ω)=|u|P++(⋅)+N∑i=1|∂xiu|pi(⋅). |
W1,→p(⋅)(Ω) is a reflexive Banach space under this norm.
The subspace W1,→p(⋅)0(Ω)⊂W1,→p(⋅)(Ω) consists of the functions that are vanishing on the boundary, that is,
W1,→p(⋅)0(Ω)={u∈W1,→p(⋅)(Ω):u=0on∂Ω}, |
We can define the following equivalent norm on W1,→p(⋅)0(Ω)
‖u‖→p(⋅)=N∑i=1|∂xiu|pi(⋅). |
since the smooth functions are dense in W1,→p(⋅)0(Ω), as the variable exponent pi∈C+(¯Ω), i∈{1,...,N} is logarithmic Hölder continuous.
The space W1,→p(⋅)0(Ω) is also a reflexive Banach space (for the theory of the anisotropic Sobolev spaces see, e.g., the monographs [2,47,48] and the papers [12,15]).
Throughout this article, we assume that
N∑i=11p−i>1, | (2.2) |
and define P∗−∈R+ and P−,∞∈R+ by
P∗−=N∑Ni=11p−i−1, P−,∞=max{P+−,P∗−}. |
Proposition 2.6. [[15], Theorem 1] Suppose that Ω⊂RN(N≥3) is a bounded domain with smooth boundary and relation (2.2) is fulfilled. For any q∈C(¯Ω) verifying
1<q(x)<P−,∞forallx∈¯Ω, |
the embedding
W1,→p(⋅)0(Ω)↪Lq(⋅)(Ω), |
is continuous and compact.
We define the singular energy functional J:W1,→p(⋅)0(Ω)→R corresponding to equation (1.1) by
J(u)=∫ΩN∑i=1|∂xiu|pi(x)pi(x)dx−∫Ωg(x)|u|q(x)+1q(x)+1dx+∫Ωf(x)|u|1−β(x)β(x)−1dx. |
Definition 3.1. A function u is called a weak solution to problem (1.1) if u∈W1,→p(⋅)0(Ω) such that u>0 in Ω and
∫Ω[N∑i=1|∂xiu|pi(x)−2∂xiu⋅∂xiφ−[g(x)uq(x)+f(x)u−β(x)]φ]dx=0, | (3.1) |
for all φ∈W1,→p(⋅)0(Ω).
Definition 3.2. Due to the singularity of J on W1,→p(⋅)0(Ω), we apply a constrained minimization for problem (1.1). As such, we introduce the following constrains:
N1={u∈W1,→p(⋅)0(Ω):∫Ω[N∑i=1|∂xiu|pi(x)−g(x)|u|q(x)+1−f(x)|u|1−β(x)]dx≥0}, |
and
N2={u∈W1,→p(⋅)0(Ω):∫Ω[N∑i=1|∂xiu|pi(x)−g(x)|u|q(x)+1−f(x)|u|1−β(x)]dx=0}. |
Remark 1. N2 can be considered as a Nehari manifold, even though in general it may not be a manifold. Therefore, if we set
c0:=infu∈N2J(u), |
then one might expect that c0 is attained at some u∈N2 (i.e., N2≠∅) and that u is a critical point of J.
Throughout the paper, we assume that the following conditions hold:
(A1) β:¯Ω→(1,∞) is a continuous function such that 1<β−≤β(x)≤β+<∞.
(A2) q:¯Ω→(0,1) is a continuous function such that 0<q−≤q(x)≤q+<1 and q++1≤β−.
(A3) 2≤P−−≤P++<P∗− for almost all x∈¯Ω.
(A4) f∈L1(Ω) is a positive function, that is, f(x)>0 a.e. in Ω.
(A5) g∈L∞(Ω) is a nonnegative function.
Lemma 3.3. For any u∈W1,→p(⋅)0(Ω) satisfying ∫Ωf(x)|u|1−β(x)dx<∞, the functional J is well-defined and coercive on W1,→p(⋅)0(Ω).
Proof. Denote by I1,I2 the indices sets I1={i∈{1,2,...,N}:|∂xiu|pi(⋅)≤1} and I2={i∈{1,2,...,N}:|∂xiu|pi(⋅)>1}. Using Proposition 2.2, it follows
|J(u)|≤1P−−N∑i=1∫Ω|∂xiu|pi(x)dx−|g|∞q++1∫Ω|u|q(x)+1dx+1β−−1∫Ωf(x)|u|1−β(x)dx≤1P−−(∑i∈I1|∂xiu|P−−pi(⋅)+∑i∈I2|∂xiu|P++pi(⋅))−|g|∞q++1min{|u|q++1q(x)+1,|u|q−+1q(x)+1}+1β−−1∫Ωf(x)|u|1−β(x)dx≤1P−−(N∑i=1|∂xiu|P++pi(⋅)+∑i∈I1|∂xiu|P−−pi(⋅))−|g|∞q++1min{|u|q++1q(x)+1,|u|q−+1q(x)+1}+1β−−1∫Ωf(x)|u|1−β(x)dx≤1P−−(N∑i=1|∂xiu|P++pi(⋅)+N)−|g|∞q++1min{|u|q++1q(x)+1,|u|q−+1q(x)+1}+1β−−1∫Ωf(x)|u|1−β(x)dx | (3.2) |
which shows that J is well-defined on W1,→p(⋅)0(Ω).
Applying similar steps and using the generalized mean inequality for ∑Ni=1|∂xiu|P−−pi(⋅) gives
J(u)≥1P++N∑i=1∫Ω|∂xiu|pi(x)dx−|g|∞q−+1∫Ω|u|q(x)+1dx+1β+−1∫Ωf(x)|u|1−β(x)dx≥1P++(∑i∈I1|∂xiu|P++pi(⋅)+∑i∈I2|∂xiu|P−−pi(⋅))−|g|∞q−+1∫Ω|u|q(x)+1dx+1β+−1∫Ωf(x)|u|1−β(x)dx≥NP++(‖u‖P−−→p(⋅)NP−−−1)−|g|∞q−+1‖u‖q++1→p(⋅)+1β+−1∫Ωf(x)|u|1−β(x)dx | (3.3) |
That is, J is coercive (i.e., J(u)→∞ as ‖u‖→p(⋅)→∞), and bounded below on W1,→p(⋅)0(Ω).
Next, we provide a-priori estimate.
Lemma 3.4. Assume that (un)⊂N1 is a nonnegative minimizing sequence for the minimization problem limn→∞J(un)=infN1J. Then, there are positive real numbers δ1,δ2 such that
δ1≤‖un‖→p(⋅)≤δ2 |
Proof. We assume by contradiction that there exists a subsequence (un) (not relabelled) such that un→0 in W1,→p(⋅)0(Ω). Thus, we can assume that ‖un‖→p(⋅)<1 for n large enough, and therefore, |∂xiun|Lpi(⋅)<1. Then, using Proposition 2.2, we have
∫ΩN∑i=1|∂xiun|pi(x)dx≤N∑i=1|∂xiun|p−ipi(⋅)≤N∑i=1|∂xiun|P−−pi(⋅) | (3.4) |
We recall the following elementary inequality: for all r,s>0 and m>0 it holds
rm+sm≤K(r+s)m | (3.5) |
where K:=max{1,21−m}. If we let r=|∂x1un|P−−Lp1(⋅), s=|∂x2un|P−−Lp2(⋅) and m=P−− in (3.5), it reads
|∂x1un|P−−Lp1(⋅)+|∂x2un|P−−Lp2(⋅)≤K(|∂x1un|Lp1(⋅)+|∂x2un|Lp2(⋅))P−− | (3.6) |
where K=max{1,21−P−−}=1. Applying this argument to the following terms in the sum ∑Ni=1|∂xiun|P−−pi(⋅) consecutively leads to
∫ΩN∑i=1|∂xiun|pi(x)dx≤N∑i=1|∂xiun|p−ipi(⋅)≤N∑i=1|∂xiun|P−−pi(⋅)≤(N∑i=1|∂xiun|pi(⋅))P−−≤‖un‖P−−→p(⋅) | (3.7) |
Now, using (3.7) and the reversed Hölder's inequality, we have
(∫Ωf(x)1/β−dx)β−(∫Ω|un|dx)1−β−≤∫Ωf(x)|un|1−β−dx≤∫Ωf(x)|un|1−β(x)dx | (3.8) |
By the assumption, (un)⊂N1. Thus, using (3.8) and Proposition 2.2 leads to
(∫Ωf(x)1/β−dx)β−(∫Ω|un|dx)1−β−≤∫Ωf(x)|un|1−β−dx≤‖un‖P−−→p(⋅)−|g|∞q−+1‖un‖q++1→0 | (3.9) |
Considering the assumption (A2), this can only happen if ∫Ω|un|dx→∞, which is not possible. Therefore, there exists a positive real number δ1 such that ‖un‖→p(⋅)≥δ1.
Now, let's assume, on the contrary, that ‖un‖→p(⋅)>1 for any n. We know, by the coerciveness of J, that the infimum of J is attained, that is, ∞<m:=infu∈W1,→p(⋅)0(Ω)J(u). Moreover, due to the assumption limn→∞J(un)=infN1J, (J(un)) is bounded. Then, applying the same steps as in (3.3), it follows
C‖un‖→p(⋅)+J(un)≥NP++(‖un‖P−−→p(⋅)NP−−−1)−|g|∞q−+1‖un‖q++1→p(⋅)+1β+−1∫Ωf(x)|un|1−β(x)dx |
for some constant C>0. If we drop the nonnegative terms, we obtain
C‖un‖→p(⋅)+J(un)≥1P++(‖un‖P−−→p(⋅)NP−−−1−N)−|g|∞q−+1‖u‖q++1→p(⋅) |
Dividing the both sides of the above inequality by ‖un‖q++1→p(⋅) and passing to the limit as n→∞ leads to a contradiction since we have q−+1<P−−. Therefore, there exists a positive real number δ2 such that ‖un‖→p(⋅)≤δ2.
Lemma 3.5. N1 is closed in W1,→p(⋅)0(Ω).
Proof. Assume that (un)⊂N1 such that un→ˆu(strongly) in W1,→p(⋅)0(Ω). Thus, un(x)→ˆu(x) a.e. in Ω, and ∂xiun→∂xiˆu in Lpi(⋅)(Ω) for i=1,2,...,N. Then, using Fatou's lemma, it reads
∫Ω[N∑i=1|∂xiun|pi(x)−g(x)|un|q(x)+1−f(x)|un|1−β(x)]dx≥0lim infn→∞[∫ΩN∑i=1|∂xiun|pi(x)dx]−∫Ωg(x)|ˆu|q(x)+1dx≥lim infn→∞[∫Ωf(x)|un|1−β(x)dx] |
and hence,
∫Ω[N∑i=1|∂xiˆu|pi(x)−g(x)|ˆu|q(x)+1−f(x)|ˆu|1−β(x)]dx≥0 |
which means ˆu∈N1. N1 is closed in W1,→p(⋅)0(Ω).
Lemma 3.6. For any u∈W1,→p(⋅)0(Ω) satisfying ∫Ωf(x)|u|1−β(x)dx<∞, there exists a unique continuous scaling function u∈W1,→p(⋅)0(Ω)→(0,∞):u⟼t(u) such that t(u)u∈N2, and t(u)u is the minimizer of the functional J along the ray {tu:t>0}, that is, inft>0J(tu)=J(t(u)u).
Proof. Fix u∈W1,→p(⋅)0(Ω) such that ∫Ωf(x)|u|1−β(x)dx<∞. For any t>0, the scaled functional, J(tu), determines a curve that can be characterized by
Φ(t):=J(tu),t∈[0,∞). | (3.10) |
Then, for a t∈[0,∞), tu∈N2 if and only if
Φ′(t)=ddtΦ(t)|t=t(u)=0. | (3.11) |
First, we show that Φ(t) attains its minimum on [0,∞) at some point t=t(u).
Considering the fact 0<∫Ωf(x)|u|1−β(x)dx<∞, we will examine two cases for t.
For 0<t<1:
Φ(t)=J(tu)≥tP++P++N∑i=1∫Ω|∂xiu|pi(x)dx−tq−+1q−+1∫Ωg(x)|u|q(x)+1dx+t1−β−β+−1∫Ωf(x)|u|1−β(x)dx:=Ψ0(t) |
Then, Ψ0:(0,1)→R is continuous. Taking the derivative of Ψ0 gives
Ψ′0(t)=tP++−1N∑i=1∫Ω|∂xiu|pi(x)dx−tq−∫Ωg(x)|u|q(x)+1dx+(1−β−β+−1)t−β−∫Ωf(x)|u|1−β(x)dx | (3.12) |
It is easy to see from (3.12) that Ψ′0(t)<0 when t>0 is small enough. Therefore, Ψ0(t) is decreasing when t>0 is small enough. In the same way,
Φ(t)=J(tu)≤tP−−P−−N∑i=1∫Ω|∂xiu|pi(x)dx−tq++1q++1∫Ωg(x)|u|q(x)+1dx+t1−β+β−−1∫Ωf(x)|u|1−β(x)dx:=Ψ1(t) |
Then, Ψ1:(0,1)→R is continuous. Taking the derivative of Ψ1 gives
Ψ′1(t)=tP−−−1N∑i=1∫Ω|∂xiu|pi(x)dx−tq+∫Ωg(x)|u|q(x)+1dx+(1−β+β+−1)t−β+∫Ωf(x)|u|1−β(x)dx | (3.13) |
But (3.13) also suggests that Ψ′1(t)<0 when t>0 is small enough. Thus, Ψ1(t) is decreasing when t>0 is small enough. Therefore, since Ψ0(t)≤Φ(t)≤Ψ1(t) for 0<t<1, Φ(t) is decreasing when t>0 is small enough.
For t>1: Following the same arguments shows that Ψ′0(t)>0 and Ψ′1(t)>0 when t>1 is large enough, and therefore, both Ψ0(t) and Ψ1(t) are increasing. Thus, Φ(t) is increasing when t>1 is large enough. In conclusion, since Φ(0)=0, Φ(t) attains its minimum on [0,∞) at some point, say t=t(u). That is, ddtΦ(t)|t=t(u)=0. Then, t(u)u∈N2 and inft>0J(tu)=J(t(u)u).
Next, we show that scaling function t(u) is continuous on W1,→p(⋅)0(Ω).
Let un→u in W1,→p(⋅)0(Ω)∖{0}, and tn=t(un). Then, by the definition, tnun∈N2. Defined in this way, the sequence tn is bounded. Assume on the contrary that tn→∞ (up to a subsequence). Then, using the fact tnun∈N2 it follows
∫ΩN∑i=1|∂xitnun|pi(x)dx−∫Ωg(x)|tnun|q(x)+1dx=∫Ωf(x)|tnun|1−β(x)dxtP−−n∫ΩN∑i=1|∂xiun|pi(x)dx−tq−+1n∫Ωg(x)|un|q(x)+1dx≤t1−β−n∫Ωf(x)|un|1−β(x)dx |
which suggests a contradiction when tn→∞. Hence, sequence tn is bounded. Therefore, there exists a subsequence tn (not relabelled) such that tn→t0, t0≥0. On the other hand, from Lemma 3.4, ‖tnun‖→p(⋅)≥δ1>0. Thus, t0>0 and t0u∈N2. By the uniqueness of the map t(u), t0=t(u), which concludes the continuity of t(u). In conclusion, for any ∈W1,→p(⋅)0(Ω) satisfying ∫Ωf(x)|u|1−β(x)dx<∞, the function t(u) scales u∈W1,→p(⋅)0(Ω) continuously to a point such that t(u)u∈N2.
Lemma 3.7. Assume that (un)⊂N1 is the nonnegative minimizing sequence for the minimization problem limn→∞J(un)=infN1J. Then, there exists a subsequence (un) (not relabelled) such that un→u∗ (strongly) in W1,→p(⋅)0(Ω).
Proof. Since (un) is bounded in W1,→p(⋅)0(Ω) and W1,→p(⋅)0(Ω) is reflexive, there exists a subsequence (un), not relabelled, and u∗∈W1,→p(⋅)0(Ω) such that
● un⇀u∗ (weakly) in W1,→p(⋅)0(Ω),
● un→u∗ in Ls(⋅)(Ω), 1<s(x)<P−,∞, for all x∈¯Ω,
● un(x)→u∗(x) a.e. in Ω.
Since the norm ‖⋅‖→p(⋅) is a continuous convex functional, it is weakly lower semicontinuous. Using this fact along with the Fatou's lemma, and Lemma 3.4, it reads
infN1J=limn→∞J(un)≥lim infn→∞[∫ΩN∑i=1|∂xiun|pi(x)pi(x)dx]−∫Ωg(x)|u∗|q(x)+1q(x)+1dx+lim infn→∞[∫Ωf(x)|un|1−β(x)β(x)−1dx]≥∫ΩN∑i=1|∂xiu∗|pi(x)pi(x)dx−∫Ωg(x)|u∗|q(x)+1q(x)+1dx+∫Ωf(x)|u∗|1−β(x)β(x)−1dx=J(u∗)≥J(t(u∗)u∗)≥infN2J≥infN1J | (3.14) |
The above result implies, up to subsequences, that
limn→∞‖un‖→p(⋅)=‖u∗‖→p(⋅). | (3.15) |
Thus, (3.15) along with un⇀u∗ in W1,→p(⋅)0(Ω) show that un→u∗ in W1,→p(⋅)0(Ω).
The following is the main result of the present paper.
Theorem 3.8. Assume that the conditions (A1)−(A5) hold. Then, problem (1.1) has at least one positive W1,→p(⋅)0(Ω)-solution if and only if there exists ¯u∈W1,→p(⋅)0(Ω) satisfying ∫Ωf(x)|¯u|1−β(x)dx<∞.
Proof. (⇒): Assume that the function u∈W1,→p(⋅)0(Ω) is a weak solution to problem (1.1). Then, letting u=φ in Definition (3.1) gives
∫Ωf(x)|u|1−β(x)dx=∫ΩN∑i=1|∂xiu|pi(x)dx−∫Ωg(x)|u|q(x)+1dx≤‖u‖PM→p(⋅)−|g|∞|u|qMq(x)+1≤‖u‖PM→p(⋅)<∞, |
where PM:=max{P−−,P++} and qM:=max{q−,q+}, changing according to the base.
(⇐): Assume that there exists ¯u∈W1,→p(⋅)0(Ω) such that ∫Ωf(x)|¯u|1−β(x)dx<∞. Then, by Lemma 3.6, there exists a unique number t(¯u)>0 such that t(¯u)¯u∈N2.
The information we have had about J so far and the closeness of N1 allow us to apply Ekeland's variational principle to the problem infN1J. That is, it suggests the existence of a corresponding minimizing sequence (un)⊂N1 satisfying the following:
(E1) J(un)−infN1J≤1n,
(E2) J(un)−J(ν)≤1n‖un−ν‖→p(⋅),∀ν∈N1.
Due to the fact J(|un|)=J(un), it is not wrong to assume that un≥0 a.e. in Ω. Additionally, considering that (un)⊂N1 and following the same approach as it is done in the (⇒) part, we can obtain that ∫Ωf(x)|un|1−β(x)dx<∞. If all this information and the assumptions (A1), (A2) are taken into consideration, it follows that un(x)>0 a.e. in Ω.
The rest of the proof is split into two cases.
Case Ⅰ: (un)⊂N1∖N2 for n large.
For a function φ∈W1,→p(⋅)0(Ω) with φ≥0, and t>0, we have
0<(un(x)+tφ(x))1−β(x)≤un(x)1−β(x)a.e. inΩ. |
Therefore, using (A1), (A2) gives
∫Ωf(x)(un+tφ)1−β(x)dx≤∫Ωf(x)u1−β(x)ndx≤∫ΩN∑i=1|∂xiun|pi(x)dx−∫Ωg(x)uq(x)+1ndx<∞ | (3.16) |
Then, when t>0 is small enough in (3.16), we obtain
∫Ωf(x)(un+tφ)1−β(x)dx≤∫ΩN∑i=1|∂xi(un+tφ)|pi(x)dx−∫Ωg(x)(un+tφ)q(x)+1dx | (3.17) |
which means that ν:=un+tφ∈N1. Now, using (E2), it reads
1n‖tφ‖→p(⋅)≥J(un)−J(ν)=∫ΩN∑i=1|∂xiun|pi(x)pi(x)dx−∫ΩN∑i=1|∂xi(un+tφ)|pi(x)pi(x)dx−∫Ωg(x)uq(x)+1nq(x)+1dx+∫Ωg(x)(un+tφ)q(x)+1q(x)+1dx+∫Ωf(x)u1−β(x)nβ(x)−1dx−∫Ωf(x)(un+tφ)1−β(x)β(x)−1dx |
Dividing the above inequality by t and passing to the infimum limit as t→0 gives
lim inft→0‖φ‖→p(⋅)n+lim inft→0[∫ΩN∑i=1[|∂xi(un+tφ)|pi(x)−|∂xiun|pi(x)]tpi(x)dx]⏟:=I1−lim inft→0[∫Ωg(x)[(un+tφ)q(x)+1−uq(x)+1n]t(q(x)+1)dx]⏟:=I2≥lim inft→0[∫Ωf(x)[(un+tφ)1−β(x)−u1−β(x)n]t(1−β(x))dx]⏟:=I3 |
Calculation of I1,I2 gives
I1=ddt(∫ΩN∑i=1|∂xi(un+tφ)|pi(x)pi(x)dx)|t=0=∫ΩN∑i=1|∂xiun|pi(x)−2∂xiun⋅∂xiφdx | (3.18) |
and
I2=ddt(∫Ωg(x)(un+tφ)q(x)+1q(x)+1dx)|t=0=∫Ωg(x)uq(x)nφdx. | (3.19) |
For I3: Since for t>0 it holds
u1−β(x)n(x)−(un(x)+tφ(x))1−β(x)≥0,a.e. inΩ |
we can apply Fatou's lemma, that is,
I2=lim inft→0∫Ωf(x)[(un+tφ)1−β(x)−u1−β(x)n]t(1−β(x))dx≥∫Ωlim inft→0f(x)[(un+tφ)1−β(x)−u1−β(x)n]t(1−β(x))dx≥∫Ωf(x)u−β(x)nφdx | (3.20) |
Now, substituting I1,I2,I3 gives
‖φ‖→p(⋅)n+∫ΩN∑i=1|∂xiun|pi(x)−2∂xiun⋅∂xiφdx−∫Ωg(x)uq(x)nφdx≥∫Ωf(x)u−β(x)nφdx |
From Lemma 3.7, we know that un→u∗ in W1,→p(⋅)0(Ω). Thus, also considering Fatou's lemma, we obtain
∫ΩN∑i=1|∂xiu∗|pi(x)−2∂xiu∗⋅∂xiφdx−∫Ωg(x)(u∗)q(x)φdx−∫Ωf(x)(u∗)−β(x)φdx≥0, | (3.21) |
for any φ∈W1,→p(⋅)0(Ω) with φ≥0. Letting φ=u∗ in (3.21) shows clearly that u∗∈N1.
Lastly, from Lemma 3.7, we can conclude that
limn→∞J(un)=J(u∗)=infN2J, |
which means
u∗∈N2,(witht(u∗)=1) | (3.22) |
Case Ⅱ: There exists a subsequence of (un) (not relabelled) contained in N2.
For a function φ∈W1,p(x)0(Ω) with φ≥0, t>0, and un∈N2, we have
∫Ωf(x)(un+tφ)1−β(x)dx≤∫Ωf(x)u1−β(x)ndx=∫ΩN∑i=1|∂xiu|pi(x)dx−∫Ωg(x)uq(x)+1ndx<∞, | (3.23) |
and hence, there exists a unique continuous scaling function, denoted by θn(t):=t(un+tφ)>0, corresponding to (un+tφ) so that θn(t)(un+tφ)∈N2 for n=1,2,.... Obviously, θn(0)=1. Since θn(t)(un+tφ)∈N2, we have
0=∫ΩN∑i=1|∂xiθn(t)(un+tφ)|pi(x)dx−∫Ωg(x)(θn(t)(un+tφ))q(x)+1dx−∫Ωf(x)(θn(t)(un+tφ))1−β(x)dx≥∫ΩN∑i=1|∂xiθn(t)(un+tφ)|pi(x)dx−θqM+1n(t)∫Ωg(x)(un+tφ)q(x)+1dx−θ1−βmn(t)∫Ωf(x)(un+tφ)1−β(x)dx, | (3.24) |
and
0=∫ΩN∑i=1|∂xiun|pi(x)dx−∫Ωg(x)uq(x)+1ndx−∫Ωf(x)u1−β(x)ndx. | (3.25) |
where βm:=min{β−,β+}. Then, using (3.24) and (3.25) together gives
0≥[−(q++1)[θn(0)+τ1(θn(t)−θn(0))]qm∫Ωg(x)(un+tφ)q(x)+1dx−(1−βm)[θn(0)+τ2(θn(t)−θn(0))]−βm∫Ωf(x)(un+tφ)1−β(x)dx](θn(t)−θn(0))+∫ΩN∑i=1|∂xiθn(t)(un+tφ)|pi(x)dx−∫ΩN∑i=1|∂xi(un+tφ)|pi(x)dx+∫ΩN∑i=1|∂xi(un+tφ)|pi(x)dx−∫ΩN∑i=1|∂xiun|pi(x)dx−[∫Ωg(x)(un+tφ)q(x)+1dx−∫Ωg(x)uq(x)+1ndx]−[∫Ωf(x)(un+tφ)1−β(x)dx−∫Ωf(x)u1−β(x)ndx] | (3.26) |
for some constants τ1,τ2∈(0,1). To proceed, we assume that θ′n(0)=ddtθn(t)|t=0∈[−∞,∞]. In case this limit does not exist, we can consider a subsequence tk>0 of t such that tk→0 as k→∞.
Next, we show that θ′n(0)≠∞.
Dividing the both sides of (3.26) by t and passing to the limit as t→0 leads to
0≥[P−−∫ΩN∑i=1|∂xiun|pi(x)dx+(βm−1)∫Ωf(x)u1−β(x)ndx−(q++1)∫Ωg(x)uq(x)+1ndx]θ′n(0)+P−−∫ΩN∑i=1|∂xiun|pi(x)−2∂xiun⋅∂xiφdx−(q++1)∫Ωg(x)uq(x)nφdx+(βm−1)∫Ωf(x)u−β(x)nφdx | (3.27) |
or
0≥[(P−−−q+−1)∫ΩN∑i=1|∂xiun|pi(x)dx+(βm+q+)∫Ωf(x)u1−β(x)ndx]θ′n(0)+P−−∫ΩN∑i=1|∂xiun|pi(x)−2∂xiun⋅∂xiφdx−(q++1)∫Ωg(x)uq(x)nφdx+(βm−1)∫Ωf(x)u−β(x)nφdx | (3.28) |
which, along with Lemma 3.4, concludes that −∞≤θ′n(0)<∞, and hence, θ′n(0)≤¯c, uniformly in all large n.
Next, we show that θ′n(0)≠−∞.
First, we apply Ekeland's variational principle to the minimizing sequence (un)⊂N2(⊂N1). Thus, letting ν:=θn(t)(un+tφ) in (E2) gives
1n[|θn(t)−1|‖un‖→p(⋅)+tθn(t)‖φ‖→p(⋅)]≥J(un)−J(θn(t)(un+tφ))=∫ΩN∑i=1|∂xiun|pi(x)pi(x)dx−∫Ωg(x)uq(x)+1nq(x)+1dx+∫Ωf(x)u1−β(x)nβ(x)−1dx−∫ΩN∑i=1|∂xiθn(t)(un+tφ)|pi(x)pi(x)dx+∫Ωg(x)[θn(t)(un+tφ)]q(x)+1q(x)+1dx−∫Ωf(x)[θn(t)(un+tφ)]1−β(x)β(x)−1dx≥∫ΩN∑i=1|∂xiun|pi(x)pi(x)dx−∫ΩN∑i=1|∂xiθn(t)(un+tφ)|pi(x)pi(x)dx−∫Ωg(x)uq(x)+1nq(x)+1dx+∫Ωg(x)[θn(t)(un+tφ)]q(x)+1q(x)+1dx−1β−−1∫ΩN∑i=1|∂xiθn(t)(un+tφ)|pi(x)dx | (3.29) |
If we use Lemma 3.4 to manipulate the norm ‖u+tφ‖→p(⋅), the integral in the last line of (3.29) can be written as follows
1β−−1∫ΩN∑i=1|∂xiθn(t)(un+tφ)|pi(x)dx≤θPMn(t)β−−1∫ΩN∑i=1|∂xi(un+tφ)|pi(x)dx≤θPMn(t)β−−1‖un+tφ‖PM→p(⋅)≤2P++−1θPMn(t)CPM(δ2)‖φ‖PM→p(⋅)β−−1t | (3.30) |
Then,
1n[|θn(t)−1|‖un‖→p(⋅)+tθn(t)‖φ‖→p(⋅)]+∫ΩN∑i=1[|∂xi(un+tφ)|pi(x)−|∂xiun|pi(x)]pi(x)dx+2P++−1θPMn(t)CPM(δ2)‖φ‖PM→p(⋅)β−−1t≥[(1q−+1)[θn(0)+τ1(θn(t)−θn(0))]qm∫Ωg(x)(un+tφ)q(x)+1dx](θn(t)−θn(0))≥−∫ΩN∑i=1[|∂xiθn(t)(un+tφ)|pi(x)−|∂xi(un+tφ)|pi(x)]pi(x)dx+1q−+1∫Ωg(x)[(un+tφ)q(x)+1−uq(x)+1n]dx | (3.31) |
Dividing by t and passing to the limit as t→0 gives
1n‖φ‖→p(⋅)+2P++−1θPMn(t)CPM(δ2)‖φ‖PM→p(⋅)β−−1≥[(−1+1q−+1)∫ΩN∑i=1|∂xiun|pi(x)dx−1q−+1∫Ωf(x)u1−β(x)ndx−‖un‖→p(⋅)nsgn[θn(t)−1]]θ′n(0)−∫ΩN∑i=1|∂xiun|pi(x)−2∂xiun⋅∂xiφdx+∫Ωg(x)uq(x)ndx | (3.32) |
which concludes that θ′n(0)≠−∞. Thus, θ′n(0)≥c_ uniformly in large n.
In conclusion, there exists a constant, C0>0 such that |θ′n(0)|≤C0 when n≥N0,N0∈N.
Next, we show that u∗∈N2.
Using (E2) again, we have
1n[|θn(t)−1|‖un‖→p(⋅)+tθn(t)‖φ‖→p(⋅)]≥J(un)−J(θn(t)(un+tφ))=∫ΩN∑i=1|∂xiun|pi(x)pi(x)dx−∫Ωg(x)uq(x)+1nq(x)+1dx+∫Ωf(x)u1−β(x)nβ(x)−1dx−∫ΩN∑i=1|∂xiθn(t)(un+tφ)|pi(x)pi(x)dx+∫Ωg(x)[θn(t)(un+tφ)]q(x)+1q(x)+1dx−∫Ωf(x)[θn(t)(un+tφ)]1−β(x)β(x)−1dx=−∫ΩN∑i=1|∂xi(un+tφ)|pi(x)pi(x)dx+∫ΩN∑i=1|∂xiun|pi(x)pi(x)dx−∫Ωf(x)(un+tφ)1−β(x)β(x)−1dx+∫Ωf(x)u1−β(x)nβ(x)−1dx−∫ΩN∑i=1|∂xiθn(t)(un+tφ)|pi(x)pi(x)dx+∫ΩN∑i=1|∂xi(un+tφ)|pi(x)pi(x)dx−∫Ωf(x)[θn(t)(un+tφ)]1−β(x)β(x)−1dx+∫Ωf(x)(un+tφ)1−β(x)β(x)−1dx∫Ωg(x)[θn(t)(un+tφ)]q(x)+1q(x)+1dx−∫Ωg(x)(un+tφ)q(x)+1q(x)+1dx−∫Ωg(x)uq(x)+1nq(x)+1dx+∫Ωg(x)(un+tφ)q(x)+1q(x)+1dx | (3.33) |
Dividing by t and passing to the limit as t→0 gives
1n[|θ′n(0)|‖un‖→p(⋅)+‖φ‖→p(⋅)]≥−∫ΩN∑i=1|∂xiun|pi(x)−2∂xiun⋅∂xiφdx+∫Ωf(x)u−β(x)nφdx+∫Ωg(x)uq(x)nφdx[−∫ΩN∑i=1|∂xiun|pi(x)dx+∫Ωg(x)uq(x)+1ndx+∫Ωf(x)u1−β(x)ndx]θ′n(0)=−∫ΩN∑i=1|∂xiun|pi(x)−2∂xiun⋅∂xiφdx+∫Ωg(x)uq(x)nφdx+∫Ωf(x)u−β(x)nφdx | (3.34) |
If we consider that |θ′n(0)|≤C0 uniformly in n, we obtain that ∫Ωf(x)u−β(x)ndx<∞. Therefore, for n→∞ it reads
∫ΩN∑i=1|∂xiu∗|pi(x)−2∂xiu∗⋅∂xiφdx−∫Ωg(x)(u∗)q(x)φdx−∫Ωf(x)(u∗)−β(x)φdx≥0 | (3.35) |
for all φ∈W1,→p(⋅)0(Ω), φ≥0. Letting φ=u∗ in (3.35) shows clearly that u∗∈N1.
This means, as with the Case Ⅰ, that we have
u∗∈N2 | (3.36) |
By taking into consideration the results (3.21), (3.22), (3.35), and (3.36), we infer that u∗∈N2 and (3.35) holds, in the weak sense, for both cases. Additionally, since u∗≥0 and u∗≠0, by the strong maximum principle for weak solutions, we must have u∗(x)>0almost everywhere inΩ.
Next, we show that u∗∈W1,→p(⋅)0(Ω) is a weak solution to problem (1.1).
For a random function ϕ∈W1,→p(⋅)0(Ω), and ε>0, let φ=(u∗+εϕ)+=max{0,u∗+εϕ}. We split Ω into two sets as follows:
Ω≥={x∈Ω:u∗(x)+εϕ(x)≥0}, | (3.37) |
and
Ω<={x∈Ω:u∗(x)+εϕ(x)<0}. | (3.38) |
If we replace φ with (u∗+εϕ) in (3.35), it follows
0≤∫ΩN∑i=1|∂xiu∗|pi(x)−2∂xiu∗⋅∂xiφdx−∫Ω[g(x)(u∗)q(x)+f(x)(u∗)−β(x)]φdx=∫Ω≥N∑i=1|∂xiu∗|pi(x)−2∂xiu∗⋅∂xi(u∗+εϕ)dx−∫Ω≥[g(x)(u∗)q(x)(u)∗+f(x)(u∗)−β(x)](u∗+εϕ)dx=∫Ω−∫Ω<[N∑i=1|∂xiu∗|pi(x)−2∂xiu∗⋅∂xi(u∗+εϕ)−[g(x)(u∗)q(x)+f(x)(u∗)−β(x)](u∗+εϕ)]dx=∫ΩN∑i=1|∂xiu∗|pi(x)dx+ε∫ΩN∑i=1|∂xiu∗|pi(x)−2∂xiu∗⋅∂xiϕdx−∫Ωf(x)(u∗)1−β(x)dx−ε∫Ωf(x)(u∗)−β(x)ϕdx−∫Ωg(x)(u∗)q(x)+1dx−ε∫Ωg(x)(u∗)q(x)ϕdx−∫Ω<[N∑i=1|∂xiu∗|pi(x)−2∂xiu∗⋅∂xi(u∗+εϕ)−[g(x)(u∗)q(x)+f(x)(u∗)−β(x)](u∗+εϕ)]dx | (3.39) |
Since u∗∈N2, we have
0≤ε[∫ΩN∑i=1|∂xiu∗|pi(x)−2∂xiu∗⋅∂xiϕ−[g(x)(u∗)q(x)+f(x)(u∗)−β(x)]ϕ]dx−ε∫Ω<N∑i=1|∂xiu∗|pi(x)−2∂xiu∗⋅∂xiϕdx+ε∫Ω<g(x)(u∗)q(x)ϕdx+ε∫Ω<f(x)(u∗)−β(x)ϕdx | (3.40) |
Dividing by ε and passing to the limit as ε→0, and considering that |Ω<|→0 as ε→0 gives
∫ΩN∑i=1|∂xiu∗|pi(x)−2∂xiu∗⋅∂xiϕdx−∫Ωg(x)(u∗)q(x)ϕdx≥∫Ωf(x)(u∗)−β(x)ϕdx,∀ϕ∈W1,→p(⋅)0(Ω) | (3.41) |
However, since the function ϕ∈W1,→p(⋅)0(Ω) is chosen randomly, it follows that
∫ΩN∑i=1|∂xiu∗|pi(x)−2∂xiu∗⋅∂xiϕdx−∫Ωg(x)(u∗)q(x)ϕdx=∫Ωf(x)(u∗)−β(x)ϕdx | (3.42) |
which concludes that u∗∈W1,→p(⋅)0(Ω) is a weak solution to problem (1.1).
Suppose that
{g(x)=ekcos(|x|),andf(x)=(1−|x|)kβ(x),x∈B1(0)⊂RN,k>0. |
Then equation (1.1) becomes
{−N∑i=1∂xi(|∂xiu|pi(x)−2∂xiu)=(1−|x|)kβ(x)u−β(x)+ekcos(|x|)uq(x) in B1(0),u>0 in B1(0),u=0 on ∂B1(0). | (4.1) |
Theorem 4.1. Assume that the conditions (A1)−(A3) hold. If 1<β+<1+k+1α and α>1/2, then, problem (4.1) has at least one positive W1,→p(⋅)0(B1(0))-solution.
Proof. Function f(x)=(1−|x|)kβ(x)≤(1−|x|)kβ− is clearly non-negative and bounded above within the unit ball B1(0) since |x|<1. Hence, f(x)∈L1(B1(0)).
Now, let's choose ¯u=(1−|x|)α. Since ¯u is also non-negative and bounded within B(0,1), it is in ¯u∈LP++(B(0,1)). Indeed,
N∑i=1∫B1(0)((1−|x|)α)pi(x)dx≤N[∫B1(0)((1−|x|)α)P−−dx+∫B1(0)((1−|x|)α)P++dx]<∞. |
Next, we show that ∂xi¯u∈Lpi(⋅)(B1(0)) for i∈{1,...,N}. Fix i∈{1,...,N}. Then
∂xi(1−|x|)α=α(1−|x|)α−1−xi|x| |
Considering that x∈B1(0), we obtain
∫B1(0)|∂xi(1−|x|)α|pi(x)dx≤αPM∫B1(0)(1−|x|)(α−1)P−−dx |
Therefore,
N∑i=1∫B1(0)|∂xi(1−|x|)α|pi(x)dx≤NαPMN∑i=1∫B(0,1)(1−|x|)(α−1)P−−dx<∞ |
if α>P−−−1P−−. Thus, ∂xi¯u∈Lpi(⋅)(B1(0)) for i∈{1,...,N}, and as a result, ¯u∈W1,→p(⋅)0(B1(0)).
Finally, we show that ∫B(0,1)(1−|x|)k(1−|x|)α(1−β(x))β(x)dx<∞. Then,
∫B1(0)(1−|x|)k(1−|x|)α(1−β(x))β(x)dx≤1β−∫B1(0)(1−|x|)k+α(1−β+)dx<∞. |
Thus, by Theorem 3.8, problem (4.1) has at least one positive W1,→p(⋅)0(B1(0))-solution.
The author declares he has not used Artificial Intelligence (AI) tools in the creation of this article.
This work was supported by Athabasca University Research Incentive Account [140111 RIA].
The author declares there is no conflict of interest.
[1] |
H. Chen, H. Tang, S. Ye, Damage model of control fissure in perilous rock, Appl. Math. Mech., 27 (2006), 967–974. https://doi.org/10.1007/s10483-006-0713-y doi: 10.1007/s10483-006-0713-y
![]() |
[2] |
J. W. Fu, X. Z. Zhang, W. S. Zhu, K. Chen, J. F. Guan, Simulating progressive failure in brittle jointed rock masses using a modified elastic-brittle model and the application, Eng. Fract. Mech., 178 (2017), 212–230. https://doi.org/10.1016/j.engfracmech.2017.04.037 doi: 10.1016/j.engfracmech.2017.04.037
![]() |
[3] |
B. Shen, O. Stephansson, Modification of the G-criterion for crack propagation subjected to compression, Eng. Fract. Mech., 47 (1994), 177–189. https://doi.org/10.1016/0013-7944(94)90219-4 doi: 10.1016/0013-7944(94)90219-4
![]() |
[4] |
H. Yan, P. Cao, X. Jiang, Z. Li, Effective shear stress criterion for closed-crack fracture, Rock Soil Mech., 29 (2008), 470–474. https://doi.org/10.3969/j.issn.1000-7598.2008.z1.095 doi: 10.3969/j.issn.1000-7598.2008.z1.095
![]() |
[5] |
A. X. Zheng, X. Q. Luo, Research on combined fracture criterion of rock under compression-shear stress, Rock Soil Mech., 36 (2015), 1892–1898. https://doi.org/10.16285/j.rsm.2015.07.009 doi: 10.16285/j.rsm.2015.07.009
![]() |
[6] |
N. Li, W. Chen, P. Zhang, G. Swoboda, The mechanical properties and a fatigue-damage model for jointed rock masses subjected to dynamic cyclical loading, Int. J. Rock Mech. Min. Sci., 38 (2001), 1071–1079. https://doi.org/10.1016/S1365-1609(01)00058-2 doi: 10.1016/S1365-1609(01)00058-2
![]() |
[7] |
H. Liu, L. Zhang, A damage constitutive model for rock mass with nonpersistently closed joints under uniaxial compression, Arab. J. Sci. Eng., 40 (2015), 3107–3117. https://doi.org/10.1007/s13369-015-1777-8 doi: 10.1007/s13369-015-1777-8
![]() |
[8] |
S. Chen, C. Qiao, Composite damage constitutive model of jointed rock mass considering crack propagation length and joint friction effect, Arab. J. Geosci., 11 (2018), 283. https://doi.org/10.1007/s12517-018-3643-y doi: 10.1007/s12517-018-3643-y
![]() |
[9] |
X. X. Yang, H. W. Jing, C. A. Tang, S. Q. Yang, Effect of parallel joint interaction on mechanical behavior of jointed rock mass models, Int. J. Rock Mech. Min. Sci., 92 (2017), 40–53. https://doi.org/10.1016/j.ijrmms.2016.12.010 doi: 10.1016/j.ijrmms.2016.12.010
![]() |
[10] |
Q. Lin, P. Cao, J. Meng, R. Cao, Z. Zhao, Strength and failure characteristics of jointed rock mass with double circular holes under uniaxial compression: Insights from discrete element method modelling, Theor. Appl. Fract. Mech., 109 (2020), 102692. https://doi.org/10.1016/j.tafmec.2020.102692 doi: 10.1016/j.tafmec.2020.102692
![]() |
[11] |
P. Yin, R. H. C. Wong, K. T. Chau, Coalescence of two parallel pre-existing surface cracks in granite, Int. J. Rock Mech. Min. Sci., 68 (2014), 66–84. https://doi.org/10.1016/j.ijrmms.2014.02.011 doi: 10.1016/j.ijrmms.2014.02.011
![]() |
[12] |
E. Gerolymatou, T. Triantafyllidis, Shearing of materials with intermittent Joints, Rock Mech. Rock Eng., 49 (2016), 2689–2700. https://doi.org/10.1007/s00603-016-0956-6 doi: 10.1007/s00603-016-0956-6
![]() |
[13] |
G. Chen, Y. Zhang, R. Huang, F. Guo, G. Zhang, Failure mechanism of rock bridge based on acoustic emission technique, J. Sensors, 2015 (2015), 1–11. https://doi.org/10.1155/2015/964730 doi: 10.1155/2015/964730
![]() |
[14] |
S. Q. Yang, Z. Yang, H. W. Jing, T. Xu, Fracture evolution mechanism of hollow sandstone under conventional triaxial compression by X-ray micro-CT observations and three-dimensional numerical simulations, Int. J. Solids Struct., 190 (2020), 156–180. https://doi.org/10.1016/j.ijsolstr.2019.11.011 doi: 10.1016/j.ijsolstr.2019.11.011
![]() |
[15] |
B. D. Thompson, R. P. Young, D. A. Lockner, Premonitory acoustic emissions and stick-slip in natural and smooth-faulted Westerly granite, J. Geophys. Res. Solid Earth, 114 (2009), 1–14. https://doi.org/10.1029/2008JB005753 doi: 10.1029/2008JB005753
![]() |
[16] |
S. D. Goodfellow, N. Tisato, M. Ghofranitabari, M. H. B. Nasseri, R. P. Young, Attenuation properties of fontainebleau sandstone during true-triaxial deformation using active and passive ultrasonics, Rock Mech. Rock Eng., 48 (2015), 2551–2566. https://doi.org/10.1007/s00603-015-0833-8 doi: 10.1007/s00603-015-0833-8
![]() |
[17] |
J. B. Zhu, T. Zhou, Z. Y. Liao, L. Sun, X. B. Li, R. Chen, Replication of internal defects and investigation of mechanical and fracture behaviour of rock using 3D printing and 3D numerical methods in combination with X-ray computerized tomography, Int. J. Rock Mech. Min. Sci., 106 (2018), 198–212. https://doi.org/10.1016/j.ijrmms.2018.04.022 doi: 10.1016/j.ijrmms.2018.04.022
![]() |
[18] |
S. Q. Yang, P. F. Yin, Y. H. Huang, Experiment and discrete element modelling on strength, deformation and failure behaviour of shale under Brazilian compression, Rock Mech. Rock Eng., 52 (2019), 4339–4359. https://doi.org/10.1007/s00603-019-01847-z doi: 10.1007/s00603-019-01847-z
![]() |
[19] |
T. De Kock, M. A. Boone, T. De Schryver, J. Van Stappen, H. Derluyn, B. Masschaele, et al., A pore-scale study of fracture dynamics in rock using X-ray micro-CT under ambient freeze-thaw cycling, Environ. Sci. Technol., 49 (2015), 2867–2874. https://doi.org/10.1021/es505738d doi: 10.1021/es505738d
![]() |
[20] |
P. Zhang, Y. I. Lee, J. Zhang, A review of high-resolution X-ray computed tomography applied to petroleum geology and a case study, Micron, 124 (2019), 102702. https://doi.org/10.1016/j.micron.2019.102702 doi: 10.1016/j.micron.2019.102702
![]() |
[21] |
S. Fereshtenejad, J. J. Song, Fundamental study on applicability of powder-based 3D printer for physical modeling in rock mechanics, Rock Mech. Rock Eng., 49 (2016), 2065–2074. https://doi.org/10.1007/s00603-015-0904-x doi: 10.1007/s00603-015-0904-x
![]() |
[22] |
L. Kong, M. Ostadhassan, C. Li, N. Tamimi, Pore characterization of 3D-printed gypsum rocks: a comprehensive approach, J. Mater. Sci., 53 (2018), 5063–5078. https://doi.org/10.1007/s10853-017-1953-1 doi: 10.1007/s10853-017-1953-1
![]() |
[23] |
S. Zhang, S. Wu, C. Chu, P. Guo, G. Zhang, Acoustic emission associated with self-sustaining failure in low-porosity sandstone under uniaxial compression, Rock Mech. Rock Eng., 52 (2019), 2067–2085. https://doi.org/10.1007/s00603-018-1686-8 doi: 10.1007/s00603-018-1686-8
![]() |
[24] | A. Palmström, Measurement and characterizations of rock mass jointing, in In-Situ Characterization of Rocks-Chapter 2 (eds. V.M. Sharma and K.R. Saxena), A. A. Balkema Publishers (2001), 1–40. |
[25] |
U. Niethammer, M. R. James, S. Rothmund, J. Travelletti, M. Joswig, UAV-based remote sensing of the Super-Sauze landslide: Evaluation and results, Eng. Geol., 128 (2012), 2–11. https://doi.org/10.1016/j.enggeo.2011.03.012 doi: 10.1016/j.enggeo.2011.03.012
![]() |
[26] |
J. A. Gonçalves, R. Henriques, UAV photogrammetry for topographic monitoring of coastal areas, ISPRS J. Photogramm. Remote Sens., 104 (2015), 101–111. https://doi.org/10.1016/j.isprsjprs.2015.02.009 doi: 10.1016/j.isprsjprs.2015.02.009
![]() |
[27] |
D. Dominici, M. Alicandro, V. Massimi, UAV photogrammetry in the post-earthquake scenario: case studies in L'Aquila, Geomatics, Nat. Hazards Risk, 8 (2017), 87–103. https://doi.org/10.1080/19475705.2016.1176605 doi: 10.1080/19475705.2016.1176605
![]() |
[28] |
X. Zhang, P. Zhao, Q. Hu, M. Ai, D. Hu, J. Li, A UAV-based panoramic oblique photogrammetry (POP) approach using spherical projection, ISPRS J. Photogramm. Remote Sens., 159 (2020), 198–219. https://doi.org/10.1016/j.isprsjprs.2019.11.016 doi: 10.1016/j.isprsjprs.2019.11.016
![]() |
[29] |
J. Chen, H. Zhu, X. Li, Automatic extraction of discontinuity orientation from rock mass surface 3D point cloud, Comput. Geosci., 95 (2016), 18–31. https://doi.org/10.1016/j.cageo.2016.06.015 doi: 10.1016/j.cageo.2016.06.015
![]() |
[30] |
W. C. Haneberg, Using close range terrestrial digital photogrammetry for 3-D rock slope modeling and discontinuity mapping in the United States, Bull. Eng. Geol. Environ., 67 (2008), 457–469. https://doi.org/10.1007/s10064-008-0157-y doi: 10.1007/s10064-008-0157-y
![]() |
[31] |
D. Kong, C. Saroglou, F. Wu, P. Sha, B. Li, Development and application of UAV-SfM photogrammetry for quantitative characterization of rock mass discontinuities, Int. J. Rock Mech. Min. Sci., 141 (2021), 104729. https://doi.org/10.1016/j.ijrmms.2021.104729 doi: 10.1016/j.ijrmms.2021.104729
![]() |
[32] |
S. Mineo, D. Caliò, G. Pappalardo, UAV-based photogrammetry and infrared thermography applied to rock mass survey for geomechanical purposes, Remote Sens., 14 (2022), 473. https://doi.org/10.3390/rs14030473 doi: 10.3390/rs14030473
![]() |
[33] |
W. Wang, W. B. Zhao, B. Chai, J. Du, L. S. Tang, X. W. Yi, Discontinuity interpretation and identification of potential rockfalls for high-steep slopes based on UAV nap-of-the-object photogrammetry, Comput. Geosci., 166 (2022), 105191. https://doi.org/10.1016/j.cageo.2022.105191 doi: 10.1016/j.cageo.2022.105191
![]() |
[34] |
M. J. Herrero, A. P. Pérez-Fortes, J. I. Escavy, J. M. Insua-Arévalo, R. De la Horra, F. López-Acevedo, et.al., 3D model generated from UAV photogrammetry and semi-automated rock mass characterization, Comput. Geosci., 163 (2022), 105121. https://doi.org/10.1016/j.cageo.2022.105121 doi: 10.1016/j.cageo.2022.105121
![]() |
[35] | G. H. Shi, Discontinuous deformation analysis: A new numerical model for the statics and dynamics of block systems, University of California, Berkeley, 1988. |
[36] |
X. B. Wang, W. J. Xu, B. Y. Zhang, Q. C. Sun, Particle crushing simulations with improved discontinuous deformation analysis, Eng. Comput. (Swansea, Wales), 31 (2014), 1321–1341. https://doi.org/10.1108/EC-02-2013-0051 doi: 10.1108/EC-02-2013-0051
![]() |
[37] |
Y. Y. Jiao, G. H. Huang, Z. Y. Zhao, F. Zheng, L. Wang, An improved three-dimensional spherical DDA model for simulating rock failure, Sci. China Technol. Sci., 58 (2015), 1533–1541. https://doi.org/10.1007/s11431-015-5898-9 doi: 10.1007/s11431-015-5898-9
![]() |
[38] |
K. Zhang, F. Liu, K. Xia, Formulation, calibration, and applications of disk-based discontinuous deformation analysis for rock failure simulation, Int. J. Rock Mech. Min. Sci., 148 (2021), 104944. https://doi.org/10.1016/j.ijrmms.2021.104944 doi: 10.1016/j.ijrmms.2021.104944
![]() |
[39] |
S. Verykokou, C. Ioannidis, A photogrammetry-based structure from motion algorithm using robust iterative bundle adjustment techniques, ISPRS Ann. Photogramm. Remote Sens. Spat. Inf. Sci., IV-4/W6 (2018), 73–80. https://doi.org/10.5194/isprs-annals-IV-4-W6-73-2018 doi: 10.5194/isprs-annals-IV-4-W6-73-2018
![]() |
[40] |
L. Cui, C. O'Sullivan, Analysis of a triangulation based approach for specimen generation for discrete element simulations, Granul. Matter, 5 (2003), 135–145. https://doi.org/10.1007/s10035-003-0145-7 doi: 10.1007/s10035-003-0145-7
![]() |
[41] |
K. Zhang, F. Liu, G. Zhao, K. Xia, Fast and efficient particle packing algorithms based on triangular mesh, Powder Technol., 366 (2020), 448–459. https://doi.org/10.1016/j.powtec.2020.01.079 doi: 10.1016/j.powtec.2020.01.079
![]() |
[42] |
M. Obermayr, K. Dressler, C. Vrettos, P. Eberhard, A bonded-particle model for cemented sand, Comput. Geotech., 49 (2013), 299–313. https://doi.org/10.1016/j.compgeo.2012.09.001 doi: 10.1016/j.compgeo.2012.09.001
![]() |
[43] |
S. Utili, R. Nova, DEM analysis of bonded granular geomaterials, Int. J. Numer. Anal. Methods Geomech., 32 (2008), 1997–2031. https://doi.org/10.1002/nag.728 doi: 10.1002/nag.728
![]() |
[44] |
G. H. Huang, Y. Z. Xu, X. W. Yi, M. Xia, An efficient disk-based discontinuous deformation analysis model for simulating large-scale problems, Int. J. Geomech., 20 (2020), 04020103. https://doi.org/10.1061/(asce)gm.1943-5622.0001711 doi: 10.1061/(ASCE)GM.1943-5622.0001711
![]() |
[45] |
G. H. Huang, X. F. Chen, X. W. Yi, Y. Z. Xu, S. Zhang, Z. B. Lin, An improved disk discontinuous deformation analysis model for simulating particle mixing process in rotary drums, Powder Technol., 368 (2020), 202–212. https://doi.org/10.1016/j.powtec.2020.04.061 doi: 10.1016/j.powtec.2020.04.061
![]() |
1. | Mustafa Avci, On a p(x)-Kirchhoff Problem with Variable Singular and Sublinear Exponents, 2024, -1, 1027-5487, 10.11650/tjm/240904 | |
2. | Mustafa Avci, On a p(x)-Kirchhoff-type Equation with Singular and Superlinear Nonlinearities, 2024, 0971-3514, 10.1007/s12591-024-00702-0 | |
3. | Mustafa Avci, Singular p(x) -Laplacian equation with application to boundary layer theory , 2025, 0003-6811, 1, 10.1080/00036811.2025.2473492 |