The distortional buckling is easy to occur for the cold-formed steel (CFS) lipped channel sections with holes. There is no design provision about effective width method (EWM) to predict the distortional buckling strength of CFS lipped channel sections with holes in China. His aim of this paper is to present an proposal of effective width method for the distortional buckling strength of CFS lipped channel sections with holes based on theoretical and numerical analysis on the partially stiffened element and CFS lipped channel section with holes. Firstly, the prediction methods for the distortional buckling stress and distortional buckling coefficients of CFS lipped channel sections with holes were developed based on the energy method and simplified rotation restrained stiffness. The accuracy of the proposed method for distortional buckling stress was verified by using the finite element method. Then the modified EWM was proposed to calculate the distortional buckling strength and the capacity of the interaction buckling of CFS lipped channel sections with holes based on the proposal of distortional buckling coefficient. Finally, comparisons on ultimate capacities of CFS lipped channel sections with holes of the calculated results by using the modified effective width method with 347 experimental results and 1598 numerical results indicated that the proposed EWM is reasonable and has a high accuracy and reliability for predicting the ultimate capacities of CFS lipped channel section with holes. Meanwhile, the predictions by the North America specification are slightly unconservative.
Citation: Xingyou Yao. EWM-based design method for distortional buckling of cold-formed thin-walled lipped channel sections with holes[J]. Mathematical Biosciences and Engineering, 2022, 19(1): 972-996. doi: 10.3934/mbe.2022045
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The distortional buckling is easy to occur for the cold-formed steel (CFS) lipped channel sections with holes. There is no design provision about effective width method (EWM) to predict the distortional buckling strength of CFS lipped channel sections with holes in China. His aim of this paper is to present an proposal of effective width method for the distortional buckling strength of CFS lipped channel sections with holes based on theoretical and numerical analysis on the partially stiffened element and CFS lipped channel section with holes. Firstly, the prediction methods for the distortional buckling stress and distortional buckling coefficients of CFS lipped channel sections with holes were developed based on the energy method and simplified rotation restrained stiffness. The accuracy of the proposed method for distortional buckling stress was verified by using the finite element method. Then the modified EWM was proposed to calculate the distortional buckling strength and the capacity of the interaction buckling of CFS lipped channel sections with holes based on the proposal of distortional buckling coefficient. Finally, comparisons on ultimate capacities of CFS lipped channel sections with holes of the calculated results by using the modified effective width method with 347 experimental results and 1598 numerical results indicated that the proposed EWM is reasonable and has a high accuracy and reliability for predicting the ultimate capacities of CFS lipped channel section with holes. Meanwhile, the predictions by the North America specification are slightly unconservative.
In this article, we prove the non-existence of solutions to the following quasilinear elliptic problem which has degenerate coercivity in their principal part by approximation,
{−div(a(x,u,∇u))+|u|q−1u=λ,x∈Ω,u=0,x∈∂Ω, | (1) |
where
a(x,t,ξ)⋅ξ≥c|ξ|p(1+|t|)θ(p−1), | (2) |
|a(x,t,ξ)|≤c0(|ξ|p−1+b(x)), | (3) |
[a(x,t,ξ)−a(x,t,ξ′)]⋅[ξ−ξ′]>0, | (4) |
for almost every
It is well-known that[3,9], problem
{−Δu+|u|q−1u=δ0,x∈Ω,u=0,x∈∂Ω. |
In the famous work [9], Brezis proved that if
{−Δun+|un|q−1un=fn,x∈Ω,un=0,x∈∂Ω, | (5) |
with
limn→∞∫Ω∖Bϱ(0)|fn−f|=0. |
Then
{−Δu+|u|q−1u=f,x∈Ω,u=0,x∈∂Ω. |
This fact shows that
The main goal of this paper is to study the non-existence of solutions to problem (1). More precisely, consider the limit of approximating equation (9)(see Theorem 1.2 below), our main task is to understand which is the limit of solutions to (9) and what equation it satisfies. A point worth emphasizing is that, even if
In order to state the main results of this paper, we need some definitions.
Let
capr(K,Ω)=inf{‖u‖rW1,r0:u∈C∞c(Ω),u≥χK}, |
where
Let
If
Let
limn→+∞∫Ωf+nφdx=∫Ωφdλ+,limn→+∞∫Ωf−nφdx=∫Ωφdλ−, | (6) |
for every function
‖f+n‖L1(Ω)≤C,‖f−n‖L1(Ω)≤C. | (7) |
For all
Tk(s)=max{−k,min{k,s}},Gk(s)=s−Tk(s). |
Firstly we stale the existence result.
Theorem 1.1. Let
{−div(a(x,u,∇u))+|u|q−1u=g,x∈Ω,u=0,x∈∂Ω. | (8) |
if
q<N(1−θ)N−(1+θ(p−1)). |
Moreover,
u∈Mp1(Ω),|∇u|∈Mp2(Ω), |
where
p1=N(p−1)(1−θ)N−p,p2=N(p−1)(1−θ)N−(1+θ(p−1)). |
Remark 1. The previous result gives existence and uniqueness of the entropy solution
Our main results are following:
Theorem 1.2. Let
{−div(a(x,un,∇un))+|un|q−1un=fn+gn,x∈Ω,un=0,x∈∂Ω. | (9) |
Then
σ<pq(q+1+θ(p−1))(p−1), |
if
q>r(p−1)[1+θ(p−1)]r−p, | (10) |
where
limn→+∞∫Ω|un|q−1unφdx=∫Ω|u|q−1uφdx+∫Ωφdλ,∀φ∈C(Ω). | (11) |
Remark 2. The above theorem shows that there is not a solution to problem (1) can be obtained by approximation, if
Remark 3. Boccardo et.al [7] considered the non-existence result to the following problem
{−div(a(x,∇u)(1+u)γ)+u=μ,x∈Ω,u=0,x∈∂Ω, | (12) |
where
The structure of this paper is as follows: Section 2 mainly gives some lemmas which play a important role in the process of proof of the main theorem. The proof of theorem 1.1 and 1.2 are given in Section 3.
In the following,
In order to prove Theorem 1.1 and 1.2, the following basic lemmas and definitions are required.
Lemma 2.1. (see Lemma 2.1 of [22]) Let
0≤ψ+δ≤1,0≤ψ−δ≤1,∫Ω|∇ψ+δ|rdx≤δ,∫Ω|∇ψ−δ|rdx≤δ,0≤∫Ω(1−ψ+δ)dλ+≤δ,0≤∫Ω(1−ψ−δ)dλ−≤δ,0≤∫Ωψ−δdλ+≤δ,0≤∫Ωψ+δ)dλ−≤δ,ψ+δ≡1,x∈K+,ψ+δ≤1,x∈K−, | (13) |
for every
Definition 2.2. Let
∇Tk(u)=vχ{|u|≤k},a.einΩandforeveryk>0. |
Define the gradient of
Definition 2.3. Let
∫Ωa(x,u,∇u)⋅∇Tk(u−φ)dx+∫Ω|u|q−1uTk(u−φ)dx≤∫ΩgTk(u−φ)dx, |
for every
Definition 2.4. Marcinkiewicz space
|{|υ|≥k}|≤Cks, |
for any
If
Ls(Ω)⊂Ms(Ω)⊂Ls−ε(Ω). |
Lemma 2.5. Let
∫Ω|∇Tk(u)|pdx≤Ckρ, |
for some positive constant
|∇u|∈Mpss+ρ(Ω). |
Proof. Let
|{|∇u|>σ}|=|{|∇u|>σ,|u|≤k}|+|{|∇u|>σ,|u|>k}|≤|{|∇Tk(u)|>σ}|+|{|u|>k}|. | (14) |
Moreover,
|{|∇Tk(u)|>σ}|≤1σp∫Ω|∇Tk(u)|pdx≤Ckρσp. | (15) |
Since
|{|u|>k}|≤Cks. | (16) |
Combining (14)-(16), we have
|{|∇u|>σ}|≤Ckρσp+Cks≤Ckpss+ρ. |
Therefore, by Definition 2.4, we get
Lemma 2.6. Let
∫Ω|∇Tk(un)|pdx≤Ckρ, |
for any
Lemma 2.7. Let
∫{k<|u|<k+h}|∇u|pdx≤Ckθ(p−1). |
Proof. For any given
Tk,h(s)=Th(s−Tk(s))={s−ksgn(s),k≤|s|<k+h,h,|s|≥k+h,0,|s|≤k. |
Take
∫{k<|u|<k+h}(a(x,u,∇u)⋅∇u)dx+∫Ω|u|q−1uTk,h(u)dx=∫ΩgTk,h(u)dx. | (17) |
Since
∫{k<|u|<k+h}(a(x,u,∇u)⋅∇u)dx≤∫ΩgTk,h(u)dx, | (18) |
and
∫ΩgTk,h(u)dx≤h∫{|u|>k}|g|dx≤C. | (19) |
According to the assumption (2) and (17)-(19), we get,
∫{k<|u|<k+h}|∇u|pdx≤Ckθ(p−1). |
Proposition 1. Let
∫{|u|<k}|∇u|pdx≤Ckρ | (20) |
for every
|{|u|>k}|≤Ck−p1. |
Proof. For every
‖Tk(u)‖p∗≤C(N,p,θ)‖∇Tk(u)‖p≤Ckρp, |
where
{|u|≥η}={|Tk(u)≥η|}. |
Hence
|{|u|>η}|≤‖Tk(u)‖p∗p∗ηp∗≤C(kρ)p∗pη−p∗. |
Setting
|{|u|>k}|≤Ck−N(p−ρ)N−p. |
This fact shows that
Proposition 2. Assume that
|{|∇u|>h}|≤Ch−p2, |
for every
Proof. For
ψ(k,λ)=|{|∇u|p>λ,|u|>k}|. |
Using the fact that the function
ψ(0,λ)=|{|∇u|p>λ}|≤1λ∫λ0ψ(0,s)ds≤ψ(k,0)+1λ∫λ0ψ(0,s)−ψ(k,s)ds. | (21) |
By Proposition 1,
ψ(k,0)≤Ck−p1, | (22) |
where
∫∞0ψ(0,s)−ψ(k,s)ds=∫{|u|<k}|∇u|pdx≤Ckρ. | (23) |
Combining (21)-(23), we arrive at
ψ(0,λ)≤Ckρλ+Ck−p1. | (24) |
Let
|{|∇u|>h}|≤Ch−N(p−ρ)N−ρ. |
That is
In this section we prove Theorem 1.1 and 1.2 combining the results of Sections 2.
In the proofs of Theorem 1.1 and 1.2,
limδ→0+limm→+∞limn→+∞ω(n,m,δ)=0. |
If the quantity does not depend on one or more of the three parameters
limδ→0+limn→+∞ω(n,δ)=0. |
The proof of Theorem 1.1 will be divided in several steps.
Proof. (1)Uniqueness: Let
Step 1. Assume that
I:=∫Ωa(x,u1,∇u1)⋅∇Tk(u1−Thu2)dx+∫Ωa(x,u2,∇u2)⋅∇Tk(u2−Thu1)dx=−∫Ω|u1|q−1u1Tk(u1−Thu2)dx−∫Ω|u2|q−1u2Tk(u2−Thu1)dx+∫Ωg1Tk(u1−Thu2)dx+∫Ωg2Tk(u2−Thu1)dx. | (25) |
Step 2. Denote
A0={x∈Ω:|u1−u2|<k,|u1|<h,|u2|<h},A1={x∈Ω:|u1−Thu2|<k,|u2|≥h},A2={x∈Ω:|u1−Thu2|<k,|u2|<h,|u1|≥h}. |
For
∇Tk(u1−Thu2)=∇(u1−u2) |
and
∇Tk(u2−Thu1)=∇Tk(u2−u1). |
Thus, for every
∫Ωa(x,u1,∇u1)⋅∇Tk(u1−Thu2)dx+∫Ωa(x,u2,∇u2)⋅∇Tk(u2−Thu1)dx=∫A0[a(x,u1,∇u1)−a(x,u2,∇u2)]⋅∇(u1−u2)dx:=I0. | (26) |
For
∫Ωa(x,u1,∇u1)⋅∇Tk(u1−Thu2)dx=∫A1a(x,u1,∇u1)⋅∇u1dx≥0. | (27) |
For
∫Ωa(x,u1,∇u1)⋅∇Tk(u1−Thu2)dx≥−∫A2a(x,u1,∇u1)⋅∇u2dx. | (28) |
Similarly, denote
A∗1={x∈Ω:|u2−Thu1|<k,|u1|≥h},A∗2={x∈Ω:|u2−Thu1|<k,|u1|<h,|u2|≥h}. |
Then for
∫Ωa(x,u2,∇u2)⋅∇Tk(u2−Thu1)dx=∫A∗1a(x,u2,∇u2)⋅∇u2dx≥0. | (29) |
For
∫Ωa(x,u2,∇u2)⋅∇Tk(u2−Thu1)dx≥−∫A∗2a(x,u2,∇u2)⋅∇u1dx. | (30) |
Summing up (26)-(30) in the form
I1=∫A2a(x,u1,∇u1)⋅∇u2dx+∫A∗2a(x,u2,∇u2)⋅∇u1dx:=I11+I12. |
Now, we estimate
I11≤‖a(x,u1,∇u1)‖Lp′({h≤|u1|≤h+k})‖∇u2‖Lp({h−k≤|u2|≤h})≤c0(‖∇u1‖p−1Lp′({h≤|u1|≤h+k})+‖b(x)‖Lp′({|u1|≥h}))‖∇u2‖Lp({h−k≤|u2|≤h}). |
Therefore, by Lemma 2.7 and Proposition 2,
Hence, we find
∫Ωa(x,u1,∇u1)⋅∇Tk(u1−Thu2)dx+∫Ωa(x,u2,∇u2)⋅∇Tk(u2−Thu1)dx=∫A0[a(x,u1,∇u1)−a(x,u2,∇u2)]⋅∇(u1−u2)dx+ε(h). | (31) |
Step 3. Now estimate the terms on the right hand side of (25). Denote
B0={x∈Ω:|u1|<h,|u2|<h},B1={x∈Ω:|u1|≥h},B2={x∈Ω:|u2|≥h}. |
For
∫Ω|u1|q−1u1Tk(u1−Thu2)dx+∫Ω|u2|q−1u2Tk(u2−Thu1)dx=∫B0(|u1|q−1u1−|u2|q−1u2)Tk(u1−u2)dx≥0, | (32) |
and
∫Ωg1Tk(u1−Thu2)dx+∫Ωg2Tk(u2−Thu1)dx=∫B0(g1−g2)Tk(u1−u2)dx≤0. | (33) |
For
∫Ω|u1|q−1u1Tk(u1−Thu2)dx+∫Ω|u2|q−1u2Tk(u2−Thu1)dx≤k∫B1(|u1|q−1u1+|u2|q−1u2)dx:=J1, |
and
∫Ωg1Tk(u1−Thu2)dx+∫Ωg2Tk(u2−Thu1)dx≤k∫B1(|g1|+|g2|)dx:=J2. |
For
∫Ω|u1|q−1u1Tk(u1−Thu2)dx+∫Ω|u2|q−1u2Tk(u2−Thu1)dx≤k∫B2(|u1|q−1u1+|u2|q−1u2)dx:=J∗1, |
and
∫Ωg1Tk(u1−Thu2)dx+∫Ωg2Tk(u2−Thu1)dx≤k∫B2(|g1|+|g2|)dx:=J∗2. |
According to
J1+J2+J∗1+J∗2→0ash→∞. | (34) |
Step 4. Combining (25) and (31)-(34), we have
∫A0[a(x,u1,∇u1)−a(x,u2,∇u2)]⋅∇(u1−u2)dx≤ε(h), |
where
∫{|u1−u2|<k}[a(x,u1,∇u1)−a(x,u2,∇u2)]⋅∇(u1−u2)dx≤0, |
for all
(2) Existence:
Step 1. Let
F(x,u)=g(x)−β(u), |
where
Let
γn(s)=βn(s)+1n|s|p−2s. |
Then by [20], there exists
{−diva(x,un,∇un)+γn(x,un)=gn,x∈Ω,un=0,x∈∂Ω, | (35) |
holds in the sense of distributions in
By density arguments, we can take
∫{k≤|un|<k+h}a(x,un,∇un)⋅∇undx+∫{|un|>k}γnTh(un−Tk(un))dx=∫{|un|>k}gnTh(un−Tk(un))dx, | (36) |
and
∫{|un|>k}a(x,un,∇un)⋅∇undx+∫ΩγnTk(un)dx=∫ΩgnTk(un)dx. | (37) |
Combine (36) with (2) (fix the ellipticity constant
∫{k<|un|<k+h}|∇un|pdx≤hkθ(p−1)∫{|un|>k}gndx≤hkθ(p−1)‖gn‖L1(Ω)=Ckθ(p−1). | (38) |
Since
∫{|un|>k}|γn(un)|dx≤∫{|un|>k}|gn|dx≤‖gn‖L1(Ω)≤C. | (39) |
Combine (37) with
∫{|un|<k}|∇un|pdx≤Ck1+θ(p−1). | (40) |
Step 2. Convergence. Using (38) and Proposition 1, we have
Next we prove that
For
{|un−um|>t}⊂{|un|>k}∪{|um|>k}∪{|Tk(un)−Tk(um)|>t}. |
Thus
|{|un−um|>t}|≤|{|un|>k}|+|{|um|>k}|+|{|Tk(un)−Tk(um)|>t}|. |
Choosing
Tk(un)→Tk(u)inLploc(Ω)anda.einΩ. |
Then
|{|Tk(un)−Tk(um)|>t}∩BR|≤t−q∫Ω∩BR|Tk(un)−Tk(um)|qdx≤ϵ, |
for all
Now to prove that
{|∇un−∇um|>t}∩BR⊂{|un−um|≤k,|∇un|≤l,|∇um|≤l,|∇un−∇um|>t}∪{|∇un|>l}∪{|∇um|>l}∪({|un−um|>k}∩BR). |
Choose
[a(x,t,ξ)−a(x,t,ξ′)]⋅[ξ−ξ′]≥μ. |
This is a consequence of continuity and strict monotonicity of
dn=gn−γn(x,un). | (41) |
Taking
∫{|un−um|<k}[a(x,un,∇un)−a(x,um,∇um)]⋅∇(un−um)dx=∫Ω(dn−dm)Tk(un−um)dx≤Ck1+θ(p−1). |
Then
{|un−um|≤k,|∇un|≤l,|∇um|≤l,|∇un−∇um|>t}≤1μ∫{|un−um|<k}[a(x,un,∇un)−a(x,um,∇um)]⋅∇(un−um)dx≤1μCk1+θ(p−1)≤ϵ, |
if
Since
Finally, since
Step 3. In order to prove the existence of the solution completely, we still need to prove that sequence
q∈(1,N(1−θ)N−(1+θ(p−1))). |
Indeed, by Proposition 2,
a(x,un,∇un)→a(x,u,∇u). |
It follows that
a(x,u,∇u)∈MN(1−θ)N−(1+θ(p−1))⊂Lqloc(Ω), |
for all
In this subsection, we give the proof of Theorem 1.2 following some ideas in [11,22].
Proof. Step 1 (A priori estimates). Firstly, choosing
∫Ωa(x,un,∇un)⋅∇Tk(un)(1−φδ)sdx+∫Ω|un|q−1unTk(un)(1−φδ)sdx=s∫Ωa(x,un,∇un)⋅∇φδTk(un)(1−φδ)s−1dx+∫ΩgnTk(un)(1−φδ)sdx+∫Ωf+nTk(un)(1−φδ)sdx+∫Ωf−nTk(un)(1−φδ)sdx. | (42) |
By (2), we get
∫Ωa(x,un,∇un)⋅∇Tk(un)dμ≥c∫Ω|∇Tk(un)|p(1+|Tk(un)|)θ(p−1)dμ, | (43) |
here
Since
∫Ω|un|q−1unTk(un)(1−φδ)sdx≥∫{|un|≥k}|un|q−1unTk(un)dμ≥kq+1μ({|un|≥k}). | (44) |
Using (3) and the Young inequality, we find
∫Ω|a(x,un,∇un)⋅∇φδTk(un)(1−φδ)s−1|dx≤c0k∫Ω(|∇un|p−1+b(x))(|∇φ+δ|+|∇φ+δ|)(1−φδ)s−1dx≤Ck∫Ω(|∇un|(p−1)r′+|b(x)|r′)(1−φδ)(s−1)r′dx+Ck∫Ω(|∇φ+δ|r+|∇φ+δ|r)dx≤Ck(∫Ω(|∇un|(p−1)r′+|b(x)|r′)(1−φδ)(s−1)r′dx+δ). | (45) |
Combine (42)-(45), by (7) and
∫Ω|∇Tk(un)|p(1+|Tk(un)|)θ(p−1)dμ+kq+1μ({|un|≥k})≤Ck(∫Ω|∇un|(p−1)r′(1−φδ)(s−1)r′dx+δ+μ(Ω). | (46) |
For a fixed
μ({|∇un|>σ})=μ({|∇un|>σ,|un|<k})+μ({|∇un|>σ,|un|≥k})≤1σp∫Ω|∇Tk(un)|pdμ+μ({|u|>k})≤(1+k)θ(p−1)σp∫Ω|∇Tk(un)|p(1+|Tk(un)|)θ(p−1)dμ+μ({|u|>k})≤C(∫Ω|∇un|(p−1)r′(1−φδ)(s−1)r′dx+δ+μ(Ω))((1+k)1+θ(p−1)σp+1kq), |
which implies
μ|{|∇un|>σ}|≤Cσ−pqq+1+θ(p−1)(∫Ω|∇un|(p−1)r′(1−φδ)(s−1)r′dx+δ+μ|Ω|). | (47) |
Let
(p−1)r′<η<pqq+1+θ(p−1). | (48) |
Clearly, such
∫Ω|∇un|ηdμ≤C(∫Ω|∇un|(p−1)r′(1−φδ)(s−1)r′dx+δ+μ(Ω)). |
By the Holder's inequality,
∫Ω|∇un|(p−1)r′(1−φδ)(s−1)r′dx≤C(∫Ω|∇un|ηdμ)(p−1)r′η≤C(∫Ω|∇un|(p−1)r′(1−φδ)(s−1)r′dx+δ+μ|Ω|)(p−1)r′η. |
By Lemma 2.1,
∫Ω|∇un|(p−1)r′(1−φδ)(s−1)r′dx≤C(δ+μ|Ω|)≤C(δ). | (49) |
Using (46) and (49), we conclude that
∫Ω|∇Tk(un)|pdx≤Ck1+θ(p−1). | (50) |
According to Lemma 2.5, we have
By (50) and Lemma 2.6, there exists a subsequence, still denoted by
Since
a(x,un,∇un)→a(x,u,∇u)stronglyin(Ls(Ω))N, | (51) |
for every
Step 2 (Energy estimates). Let
∫{un>2m}uqn(1−ψδ)dx=ω(n,m,δ), | (52) |
and
∫{un<−2m}|un|q(1−ψδ)dx=ω(n,m,δ). | (53) |
Choose
βm(s)={sm−1,m<s≤2m,1,s>2m,0,s≤m. |
We obtain
1m∫{m<un<2m}a(x,un,∇un)⋅∇un(1−ψδ)dx(A)−∫Ωa(x,un,∇un)⋅∇ψδβm(un)dx(B)+∫Ω|un|q−1unβm(un)(1−ψδ)dx(C)=∫Ωf+nβm(un)(1−ψδ)dx(D)−∫Ωf−nβm(un)(1−ψδ)dx(E)+∫Ωgnβm(un)(1−ψδ)dx.(F) |
Since
−(B)=∫Ωa(x,u,∇u)⋅∇ψδβm(u)dx+ω(n)=ω(n,m), |
and
(C)≥∫{un>2m}uqn(1−ψδ)dx. |
By
(D)≤∫Ωf+n(1−ψδ)dx=∫Ω(1−ψ+δ)dλ+−∫Ωψ−δdλ−+ω(n)=ω(n,δ), |
and
(F)=ω(n,m). |
We get (52), the proof of (53) is identical.
Step 3 (Passing to the limit). Now we show that
∫Ωa(x,un,∇un)⋅∇Tk(un−φ)(1−ψδ)dx(A)−∫Ωa(x,un,∇un)⋅∇ψδTk(un−φ)dx(B)+∫Ω|un|q−1unTk(un−φ)(1−ψδ)dx(C)=∫Ωf+nTk(un−φ)(1−ψδ)dx(D) |
−∫Ωf−nTk(un−φ)(1−ψδ)dx(E)+∫ΩgnTk(un−φ)(1−ψδ)dx.(F) |
By (13),
(A)=∫{|un−φ|<k}a(x,un,∇un)⋅∇un(1−ψδ)dx−∫{|un−φ|<k}a(x,un,∇un)⋅∇φ(1−ψδ)dx, |
while
∫{|un−φ|<k}a(x,un,∇un)⋅∇φ(1−ψδ)dx=∫{|u−φ|<k}a(x,u,∇u)⋅∇φdx+ω(n,δ). |
The Fatou lemma implies
∫{|u−φ|<k}a(x,u,∇u)⋅∇udx≤limn→∞inf∫{|un−φ|<k}a(x,un,∇un)⋅∇undx. |
Using (13), (51), we have
−(B)=∫Ωa(x,u,∇u)⋅∇ψδTk(u−φ)dx+ω(n)=ω(n,δ). |
While
(F)=∫ΩgTk(u−φ)dx+ω(n,δ), |
and
|(D)|+|(E)|=∫Ω(f+n+f−n)Tk(un−φ)(1−ψδ)dx≤k∫Ω(f+n+f−n)(1−ψδ)dx=ω(n,δ). |
So that we only need to deal with
(C)=∫{−2m≤un≤2m}|un|q−1unTk(un−φ)(1−ψδ)dx(G)+k∫{un>2m}uqn(1−ψδ)dx+k∫{un<−2m}|un|q(1−ψδ)dx.(H) |
By (52) and (53), we get
(H)=ω(n,m,δ), |
and
(G)=∫Ω|u|q−1uTk(u−φ)(1−ψδ)dx+ω(n,m)=∫Ω|u|q−1uTk(u−φ)dx+ω(n,m,δ). |
Summing up the result of (A)-(H), we have
∫Ωa(x,u,∇u)⋅∇Tk(u−φ)dx+∫Ω|u|q−1uTk(u−φ)dx≤∫ΩgTk(u−φ)dx. |
Thus
Finally we prove (10). Choose
∫Ωa(x,un,∇un)⋅∇φdx+∫Ω|un|q−1unφdx=∫Ω(fn+gn)φdx. |
Thanks to the assumptions of
limn→+∞∫Ω|un|q−1unφdx=−∫Ωa(x,u,∇u)⋅∇φdx+∫Ωgφdx+∫Ωφdλ. | (54) |
Since the entropy solution of (8) is also a distributional solution of the same problem, for the same
∫Ωa(x,u,∇u)⋅∇φdx+∫Ω|u|q−1uφdx=∫Ωgφdx. | (55) |
Together with (54) and (55), we find
limn→+∞∫Ω|un|q−1unφdx=∫Ω|u|q−1uφdx+∫Ωφdλ. |
Thus (11) holds for every
The authors also would like to thank the anonymous referees for their valuable comments which has helped to improve the paper.
[1] |
S. C. W. Lau, G. J. Hancock, Distortional buckling formulas for channel columns, J. Struct. Eng., 113 (1987), 1063-1078. doi: 10.1061/(ASCE)0733-9445(1987)113:5(1063). doi: 10.1061/(ASCE)0733-9445(1987)113:5(1063)
![]() |
[2] | Y. B. Kwon, G. J. Hancock, Tests of cold-formed channels with local and distortional buckling. J. Struct. Eng., 118 (1992), 1786-1803. doi: 10.1061/(ASCE)0733-9445(1992)118:8(1786). |
[3] |
G. J. Hancock, Design for distortional buckling of flexural members, Thin walled Struct., 27 (1997), 3-12. doi:10.1016/0263-8231(96)00020-1. doi: 10.1016/0263-8231(96)00020-1
![]() |
[4] |
B. W. Schafer, T. Pekoz, Laterally braced cold-formed steel flexural members with edge stiffened flanges, J. Struct. Eng., 125 (1999), 118-127. doi:10.1061/(ASCE)0733-9445(1999)125:2(118). doi: 10.1061/(ASCE)0733-9445(1999)125:2(118)
![]() |
[5] | B. W. Schafer, Local, distortional, and euler buckling of thin-walled columns, J. Struct. Eng., 128 (2002), 289-299. doi: 10.1061/(ASCE)0733-9445(2002)128:3(289). |
[6] | X. Yao, Distortional buckling behavior and design method of cold-formed thin-walled steel sections, Tongji University, 2012. |
[7] | X. Yao, Y. Li, Distortional buckling strength of cold-formed thin-walled steel members with lipped channel section, Eng. Mech., 31 (2014), 174-181. doi: 1000-4750(2014)09-0174-08. |
[8] | R. A. Ortiz-Colberg, The load carrying capacity of perforated cold-formed steel columns, Cornell University, (1981), 152. |
[9] | K. S. Sivakumaran. Load capacity of uniformly compressed cold-formed steel section with punched web, Can. J. Civ. Eng., 14 (1987), 550-558. doi: 10.1139/l87-080. |
[10] | B. He, G. Zhao, Analysis on buckling behavior of cold-formed lipped channel with perforated web, J. Xi'an Inst. Met. Const. Eng., 21 (1989), 1-9. |
[11] |
C. D. Moen, B. W. Schafer, Experiments on cold-formed steel columns with holes, Thin Walled Struct., 46 (2008), 1164-1182. doi: 10.1016/j.tws.2008.01.021. doi: 10.1016/j.tws.2008.01.021
![]() |
[12] | L. Xu, Y. Shi, S. Yang, Compressive strength of cold-formed steel c-shape columns with slotted holes, in Twenty-second international specialty conference on cold-formed steel structures: recent research and developments in cold-formed steel design and construction, (2014). Available from: https://scholarsmine.mst.edu/isccss/22iccfss/session02/4/. |
[13] |
T. H. Miller, T. Pekoz, Unstiffened strip approach for perforated wall studs, J. Struct. Eng., 120 (1994), 410-421. doi: 10.1061/(ASCE)0733-9445(1994)120:2(410). doi: 10.1061/(ASCE)0733-9445(1994)120:2(410)
![]() |
[14] | N. Abdel-Rahman, Cold-formed steel compression members with perforations, PhD thesis, Mc Master University, Hamilton, Ontario, 1997. |
[15] |
Y. Pu, M. H. R. Godley, R. G. Beale, H. Lau, Prediction of ultimate capacity of perforated lipped channels, J. Struct. Eng., 125 (1999), 510-514. doi: 10.1061/(ASCE)0733-9445(1999)125:5(510). doi: 10.1061/(ASCE)0733-9445(1999)125:5(510)
![]() |
[16] | B. Hu, Y. Liu, Ultimate capacities of cold-formed thin-walled channel columns with single hole under axial compression, J. Jiangsu Univ., 28 (2007), 258-261. doi: CNKI:SUN:JSLG.0.2007-03-018. |
[17] |
Y. Guo, X. Yao, Distortional buckling behavior and design method of cold-formed steel lipped channel with rectangular holes under axial compression, Math. Bios. Eng., 18 (2021), 6239-6261. doi: 10.3934/mbe.2021312. doi: 10.3934/mbe.2021312
![]() |
[18] |
Y. Guo, X. Yao, Experimental study and effective width method for cold-formed steel lipped channel stud columns with holes, Adv. Civil Eng., 2021 (2021), 9949199. doi:10.1155/2021/9949199. doi: 10.1155/2021/9949199
![]() |
[19] |
X. Yao, Experimental investigation and load capacity of slender cold-formed lipped channel sections with holes in compression, Adv. Civil Eng., 2021 (2021), 6658099. doi:10.1155/2021/6658099. doi: 10.1155/2021/6658099
![]() |
[20] | J. Zhao, K. Sun, C. Yu, J. Wang. Tests and direct strength design on cold-formed steel channel beams with web holes. Eng. Struct., 184 (2019), 434-446. doi: 10.1016/j.engstruct.2019.01.062. |
[21] |
C. D. Moen, A. Schudlich, A. Heyden, Experiments on cold-formed steel C-section joists with unstiffened web holes, J. Struct. Eng., 139 (2013), 695-704. doi: 10.1061/(ASCE)ST.1943-541X.0000652. doi: 10.1061/(ASCE)ST.1943-541X.0000652
![]() |
[22] | J. Zhou, S. Yu, Equiavalentcal calculation of buckling stress for cold-formed thin wall perforated channel columns, Steel. Const., 25 (2010), 27-31. |
[23] |
C. D. Moen, B. W. Schafer, Elastic buckling of cold-formed steel columns and beams with holes, Eng. Struct., 31 (2009), 2812-2824. doi: 10.1016/j.engstruct.2009.07.007. doi: 10.1016/j.engstruct.2009.07.007
![]() |
[24] | X. Yao, Y. Guo, Y. Liu, J. Su, Y. Hu, Analysis on distortional buckling of cold-formed thin-walled steel lipped channel steel members with web openings under axial compression, Indust. Const., 50 (2020), 170-177. doi: 1000-4750(2014)09-0174-08. |
[25] |
C. D. Moen, B. W. Schafer, Direct strength method for design of cold-formed steel columns with holes, J. Struct. Eng., 137 (2016), 559-570. doi: 10.1061/(ASCE)ST.1943-541X.0000310. doi: 10.1061/(ASCE)ST.1943-541X.0000310
![]() |
[26] |
Z. Yao, K. J. R. Rasmussen, Perforated cold-formed steel members in compression. Ⅱ: Design, J. Struct. Eng., 143 (2017), 04016227. doi:10.1061/(ASCE)ST.1943-541X.0001636. doi: 10.1061/(ASCE)ST.1943-541X.0001636
![]() |
[27] | American Iron and Steel Institute, North American specification for the design of cold-formed steel structural members, Canadian Standards Association, (2001). Available from: https://www.ce.jhu.edu/cfs/cfslibrary/AISI-S100-07%20Commentary.pdf. |
[28] | Ministry of Housing and Urban-Rural Development of the People's Republic of China, Technical code for cold-formed thin-walled steel structures, Chinese Planning Press, (2002). |
[29] |
A. Uzzaman, J. B. P. Lim, D. Nash, J. Rhodes, B. Young, Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions-part I: tests and finite element analysis, Thin Walled Struct., 56 (2012), 38-48. doi: 10.1016/j.tws.2012.03.010. doi: 10.1016/j.tws.2012.03.010
![]() |
[30] |
A. Uzzaman, J. B. P. Lim, D. Nash, J. Rhodes, B. Young, Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions-Part Ⅱ: parametric study and proposed design equations, Thin Walled Struct., 56 (2012), 79-87. doi: 10.1016/j.tws.2012.03.009. doi: 10.1016/j.tws.2012.03.009
![]() |
[31] |
Y. Lian, A. Uzzaman, J. B. Lim, G. Abdelal, D. Nash, B. Young, Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition-Part I: Tests and finite element analysis, Thin Walled Struct., 107 (2016), 443-452. doi: 10.1016/j.tws.2016.06.025. doi: 10.1016/j.tws.2016.06.025
![]() |
[32] |
Y. Lian, A. Uzzaman, J. B. Lim, G. Abdelal, D. Nash, B. Young, Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition-Part Ⅱ: Parametric study and proposed design equations, Thin Walled Struct., 107 (2016), 489-501. doi: 10.1016/j.tws.2016.06.026. doi: 10.1016/j.tws.2016.06.026
![]() |
[33] |
Y. Lian, A. Uzzaman, J. B. Lim, G. Abdelal, D. Nash, B. Young, Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition-Part I: Experimental and numerical investigation, Thin Walled Struct., 111 (2017), 103-112. doi: 10.1016/j.tws.2016.10.024. doi: 10.1016/j.tws.2016.10.024
![]() |
[34] |
Y. Lian, A. Uzzaman, J. B. Lim, G. Abdelal, D. Nash, B. Young, Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition-Part Ⅱ: parametric study and proposed design equations, Thin Walled Struct., 114 (2017), 92-106. doi: 10.1016/j.tws.2016.10.018. doi: 10.1016/j.tws.2016.10.018
![]() |
[35] |
C. H. Pham, Shear buckling of plates and thin-walled channel sections with holes, J. Constr. Steel Res., 128 (2017), 800-811. doi: 10.1016/j.jcsr.2016.10.013. doi: 10.1016/j.jcsr.2016.10.013
![]() |
[36] |
P. Keerthan, M. Mahendran, Improved shear design rules for lipped channel beams with web openings, J. Constr. Steel Res., 97 (2014), 127-142. doi: 10.1016/j.jcsr.2014.01.011. doi: 10.1016/j.jcsr.2014.01.011
![]() |
[37] |
B. Chen, K. Roy, A. Uzzaman, G. Raftery, J. B. P. Lim, Parametric study and simplified design equations for cold-formed steel channels with edge-stiffened holes under axial compression, J. Constr. Steel Res., 144 (2020), 106161. doi: 10.1016/j.jcsr.2020.106161. doi: 10.1016/j.jcsr.2020.106161
![]() |
[38] | B. Chen, K. Roy, A. Uzzaman, G. Raftery, J. B. P. Lim, Axial strength of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes and plain webs, J. Constr. Steel Res., 174 (2020), 106313. doi: 10.1016/j.jcsr.2020.106313. |
[39] |
A. Uzzaman, J. B. P. Lim, D. Nash, K. Roy, Web crippling behaviour of cold-formed steel channel sections with edge-stiffened and unstiffened circular holes under interior-two-flange loading condition, Thin Walled Struct., 154 (2020), 106813. doi: 10.1016/j.tws.2020.106813. doi: 10.1016/j.tws.2020.106813
![]() |
[40] | A. Uzzaman, J. B. P. Lim, D. Nash, K. Roy, Cold-formed steel channel sections under end-two-flange loading condition: Design for edge-stiffened holes, unstiffened holes and plain webs, Thin Walled Struct., 147 (2020), 106532. doi: 10.1016/j.tws.2019.106532. |
[41] | B. Chen, K. Roy, A. Uzzaman, J. B. P. Lim, Moment capacity of cold-formed channel beams with edge-stiffened web holes, un-stiffened web holes and plain webs, Thin Walled Struct., 157 (2020), 107070. doi: 10.1016/j.tws.2020.107070. |
[42] | ABAQUS, ABAQUS/Standard user's manual volumes I-Ⅲ and ABAQUS CAE manual, Dassault Systemes Simulia Corporation, (2014). Available from: https://xueshu.baidu.com/usercenter/paper/show?paperid=7918111e014ff6f8228180441bbaeead. |
[43] | X. Yao, The buckling and interactive buckling behavior and design method of cold-formed steel lipped channel section with holes, Postdoctoral Report, Nanchang Institute of Technology, (2018). |
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34. | Ahmed M. Elaiw, Ghadeer S. Alsaadi, Aatef D. Hobiny, Global co-dynamics of viral infections with saturated incidence, 2024, 9, 2473-6988, 13770, 10.3934/math.2024671 | |
35. | Matthew O. Adewole, Taye Samuel Faniran, Farah A. Abdullah, Majid K.M. Ali, COVID-19 dynamics and immune response: Linking within-host and between-host dynamics, 2023, 173, 09600779, 113722, 10.1016/j.chaos.2023.113722 | |
36. | Giulia Bertaglia, Andrea Bondesan, Diletta Burini, Raluca Eftimie, Lorenzo Pareschi, Giuseppe Toscani, New trends on the systems approach to modeling SARS-CoV-2 pandemics in a globally connected planet, 2024, 34, 0218-2025, 1995, 10.1142/S0218202524500301 | |
37. | Nicola Bellomo, Seung-Yeal Ha, Jie Liao, Wook Yoon, Behavioral swarms: A mathematical theory toward swarm intelligence, 2024, 34, 0218-2025, 2305, 10.1142/S0218202524500490 | |
38. | Mohamed Zagour, 2024, Chapter 6, 978-3-031-56793-3, 127, 10.1007/978-3-031-56794-0_6 | |
39. | Nisrine Outada, A forward look to perspectives, 2023, 47, 15710645, 133, 10.1016/j.plrev.2023.10.011 | |
40. | Luca Serena, Moreno Marzolla, Gabriele D’Angelo, Stefano Ferretti, A review of multilevel modeling and simulation for human mobility and behavior, 2023, 127, 1569190X, 102780, 10.1016/j.simpat.2023.102780 | |
41. | Christian Parkinson, Weinan Wang, Analysis of a Reaction-Diffusion SIR Epidemic Model with Noncompliant Behavior, 2023, 83, 0036-1399, 1969, 10.1137/23M1556691 | |
42. | D. Burini, N. Chouhad, Cross-diffusion models in complex frameworks from microscopic to macroscopic, 2023, 33, 0218-2025, 1909, 10.1142/S0218202523500458 | |
43. | Ahmed M. Elaiw, Raghad S. Alsulami, Aatef D. Hobiny, Global properties of SARS‐CoV‐2 and IAV coinfection model with distributed‐time delays and humoral immunity, 2024, 47, 0170-4214, 9340, 10.1002/mma.10074 | |
44. | B. Bellomo, M. Esfahanian, V. Secchini, P. Terna, From a mathematical science of living systems to biology and economics, 2023, 47, 15710645, 264, 10.1016/j.plrev.2023.11.002 | |
45. | Ahmed M. Elaiw, Amani S. Alsulami, Aatef D. Hobiny, Global properties of delayed models for SARS-CoV-2 infection mediated by ACE2 receptor with humoral immunity, 2024, 9, 2473-6988, 1046, 10.3934/math.2024052 | |
46. | Bishal Chhetri, Krishna Kiran Vamsi Dasu, Stability and bifurcation analysis of a nested multi-scale model for COVID-19 viral infection, 2024, 12, 2544-7297, 10.1515/cmb-2024-0006 | |
47. | Vinicius V. L. Albani, Jorge P. Zubelli, Stochastic transmission in epidemiological models, 2024, 88, 0303-6812, 10.1007/s00285-023-02042-z | |
48. | Hyeong-Ohk Bae, Seung Yeon Cho, Jane Yoo, Seok-Bae Yun, Mathematical modeling of trend cycle: Fad, fashion and classic, 2024, 01672789, 134500, 10.1016/j.physd.2024.134500 | |
49. | Juan Pablo Agnelli, Claudio Armas, Damián A. Knopoff, Spatial Kinetic Modeling of Crowd Evacuation: Coupling Social Behavior and Infectious Disease Contagion, 2025, 17, 2073-8994, 123, 10.3390/sym17010123 | |
50. | Gabriel Benedetti, Ryan Weightman, Benedetto Piccoli, Optimizing overlapping non-pharmaceutical interventions with a socio-demographic model, 2025, 1972-6724, 10.1007/s40574-025-00477-4 | |
51. | Jorge P Zubelli, Jennifer Loria, Vinicius V L Albani, On the estimation of the time-dependent transmission rate in epidemiological models, 2025, 41, 0266-5611, 065001, 10.1088/1361-6420/add55b |