The current approach to producing concrete is believed to be unsustainable because of its significant consumption of cement and aggregate, thereby causing environmental risks and improper curing of concrete, which could lead to lower durability and increased permeability. This study investigated the use of glass powder as a partial replacement for cement by testing the output concrete with three different curing methods. The percentage replacement of glass powder in cement varied from 0%, 10%, and 20% for varying binder/aggregate ratios of 0.35, 0.46, and 0.57, respectively. Results show that the concrete mix with a binder/aggregate ratio of 0.46 had the highest slump value. The samples cured in liquid coatings of lime solution had the highest mean density of 2575 kg/m3, which makes lime curing the most appropriate method if permeability is a desired concrete property. Water curing produced the highest compressive strength of 17.27 N/mm2 at an optimum binder/aggregate ratio of 0.46. The findings show that increasing the aggregate content of concrete mix with subsequent wet curing will most likely decrease concrete permeability. The use of waste glass as a partial replacement for cement is recommended as it improves the structural performance of concrete.
Citation: Temitope Awolusi, Marc Azab, Oussama Accouche, Precious Ajayi, Emeka Nnochiri. Effect of binder-aggregate ratio and glass powder on the performance of concrete cured in different media[J]. AIMS Materials Science, 2025, 12(1): 68-84. doi: 10.3934/matersci.2025006
[1] | Mustafa Mudhesh, Hasanen A. Hammad, Eskandar Ameer, Muhammad Arshad, Fahd Jarad . Novel results on fixed-point methodologies for hybrid contraction mappings in Mb-metric spaces with an application. AIMS Mathematics, 2023, 8(1): 1530-1549. doi: 10.3934/math.2023077 |
[2] | Muhammad Tariq, Muhammad Arshad, Mujahid Abbas, Eskandar Ameer, Saber Mansour, Hassen Aydi . A relation theoretic m-metric fixed point algorithm and related applications. AIMS Mathematics, 2023, 8(8): 19504-19525. doi: 10.3934/math.2023995 |
[3] | Huaping Huang, Bessem Samet . Two fixed point theorems in complete metric spaces. AIMS Mathematics, 2024, 9(11): 30612-30637. doi: 10.3934/math.20241478 |
[4] | Hanadi Zahed, Zhenhua Ma, Jamshaid Ahmad . On fixed point results in F-metric spaces with applications. AIMS Mathematics, 2023, 8(7): 16887-16905. doi: 10.3934/math.2023863 |
[5] | Umar Ishtiaq, Fahad Jahangeer, Doha A. Kattan, Manuel De la Sen . Generalized common best proximity point results in fuzzy multiplicative metric spaces. AIMS Mathematics, 2023, 8(11): 25454-25476. doi: 10.3934/math.20231299 |
[6] | Leyla Sağ Dönmez, Abdurrahman Büyükkaya, Mahpeyker Öztürk . Fixed-point results via αji-(DC(PˆE))-contractions in partial ♭-metric spaces. AIMS Mathematics, 2023, 8(10): 23674-23706. doi: 10.3934/math.20231204 |
[7] | Jamshaid Ahmad, Abdullah Shoaib, Irshad Ayoob, Nabil Mlaiki . Common fixed points for (κGm)-contractions with applications. AIMS Mathematics, 2024, 9(6): 15949-15965. doi: 10.3934/math.2024772 |
[8] | Muhammad Waseem Asghar, Mujahid Abbas, Cyril Dennis Enyi, McSylvester Ejighikeme Omaba . Iterative approximation of fixed points of generalized αm-nonexpansive mappings in modular spaces. AIMS Mathematics, 2023, 8(11): 26922-26944. doi: 10.3934/math.20231378 |
[9] | Tahair Rasham, Muhammad Nazam, Hassen Aydi, Abdullah Shoaib, Choonkil Park, Jung Rye Lee . Hybrid pair of multivalued mappings in modular-like metric spaces and applications. AIMS Mathematics, 2022, 7(6): 10582-10595. doi: 10.3934/math.2022590 |
[10] | Amer Hassan Albargi, Jamshaid Ahmad . Fixed point results of fuzzy mappings with applications. AIMS Mathematics, 2023, 8(5): 11572-11588. doi: 10.3934/math.2023586 |
The current approach to producing concrete is believed to be unsustainable because of its significant consumption of cement and aggregate, thereby causing environmental risks and improper curing of concrete, which could lead to lower durability and increased permeability. This study investigated the use of glass powder as a partial replacement for cement by testing the output concrete with three different curing methods. The percentage replacement of glass powder in cement varied from 0%, 10%, and 20% for varying binder/aggregate ratios of 0.35, 0.46, and 0.57, respectively. Results show that the concrete mix with a binder/aggregate ratio of 0.46 had the highest slump value. The samples cured in liquid coatings of lime solution had the highest mean density of 2575 kg/m3, which makes lime curing the most appropriate method if permeability is a desired concrete property. Water curing produced the highest compressive strength of 17.27 N/mm2 at an optimum binder/aggregate ratio of 0.46. The findings show that increasing the aggregate content of concrete mix with subsequent wet curing will most likely decrease concrete permeability. The use of waste glass as a partial replacement for cement is recommended as it improves the structural performance of concrete.
In 1922, S. Banach [15] provided the concept of Contraction theorem in the context of metric space. After, Nadler [28] introduced the concept of set-valued mapping in the module of Hausdroff metric space which is one of the potential generalizations of a Contraction theorem. Let (X,d) is a complete metric space and a mapping T:X→CB(X) satisfying
H(T(x),T(y))≤γd(x,y) |
for all x,y∈X, where 0≤γ<1, H is a Hausdorff with respect to metric d and CB(X)={S⊆X:S is closed and bounded subset of X equipped with a metric d}. Then T has a fixed point in X.
In the recent past, Matthews [26] initiate the concept of partial metric spaces which is the classical extension of a metric space. After that, many researchers generalized some related results in the frame of partial metric spaces. Recently, Asadi et al. [4] introduced the notion of an M-metric space which is the one of interesting generalizations of a partial metric space. Later on, Samet et al. [33] introduced the class of mappings which known as (α,ψ)-contractive mapping. The notion of (α,ψ) -contractive mapping has been generalized in metric spaces (see more [10,12,14,17,19,25,29,30,32]).
Throughout this manuscript, we denote the set of all positive integers by N and the set of real numbers by R. Let us recall some basic concept of an M-metric space as follows:
Definition 1.1. [4] Let m:X×X→R+be a mapping on nonempty set X is said to be an M-metric if for any x,y,z in X, the following conditions hold:
(i) m(x,x)=m(y,y)=m(x,y) if and only if x=y;
(ii) mxy≤m(x,y);
(iii) m(x,y)=m(y,x);
(iv) m(x,y)−mxy≤(m(x,z)−mxz)+(m(z,y)−mz,y) for all x,y,z∈X. Then a pair (X,m) is called M-metric space. Where
mxy=min{m(x,x),m(y,y)} |
and
Mxy=max{m(x,x),m(y,y)}. |
Remark 1.2. [4] For any x,y,z in M-metric space X, we have
(i) 0≤Mxy+mxy=m(x,x)+m(y,y);
(ii) 0≤Mxy−mxy=|m(x,x)−m(y,y)|;
(iii) Mxy−mxy≤(Mxz−mxz)+(Mzy−mzy).
Example 1.3. [4] Let (X,m) be an M-metric space. Define mw, ms:X×X→R+ by:
(i)
mw(x,y)=m(x,y)−2mx,y+Mx,y, |
(ii)
ms={m(x,y)−mx,y, if x≠y0, if x=y. |
Then mw and ms are ordinary metrics. Note that, every metric is a partial metric and every partial metric is an M-metric. However, the converse does not hold in general. Clearly every M-metric on X generates a T0 topology τm on X whose base is the family of open M -balls
{Bm(x,ϵ):x∈X, ϵ>0}, |
where
Bm(x,ϵ)={y∈X:m(x,y)<mxy+ϵ} |
for all x∈X, ε>0. (see more [3,4,23]).
Definition 1.4. [4] Let (X,m) be an M-metric space. Then,
(i) A sequence {xn} in (X,m) is said to be converges to a point x in X with respect to τm if and only if
limn→∞(m(xn,x)−mxnx)=0. |
(ii) Furthermore, {xn} is said to be an M-Cauchy sequence in (X,m) if and only if
limn,m→∞(m(xn,xm)−mxnxm), and limn,m→∞(Mxn,xm−mxnxm) |
exist (and are finite).
(iii) An M-metric space (X,m) is said to be complete if every M-Cauchy sequence {xn} in (X,m) converges with respect to τm to a point x∈X such that
limn→∞m(xn,x)−mxnx=0, and limn→∞(Mxn,x−mxnx)=0. |
Lemma 1.5. [4] Let (X,m) be an M-metric space. Then:
(i) {xn} is an M-Cauchy sequence in (X,m) if and only if {xn} is a Cauchy sequence in a metric space (X,mw).
(ii) An M-metric space (X,m) is complete if and only if the metric space (X,mw) is complete. Moreover,
limn→∞mw(xn,x)=0 if and only if (limn→∞(m(xn,x)−mxnx)=0, limn→∞(Mxnx−mxnx)=0). |
Lemma 1.6. [4] Suppose that {xn} convergesto x and {yn} converges to y as n approaches to ∞ in M-metric space (X,m). Then we have
limn→∞(m(xn,yn)−mxnyn)=m(x,y)−mxy. |
Lemma 1.7. [4] Suppose that {xn} converges to xas n approaches to ∞ in M-metric space (X,m).Then we have
limn→∞(m(xn,y)−mxny)=m(x,y)−mxy for all y∈X. |
Lemma 1.8. [4] Suppose that {xn} converges to xand {xn} converges to y as n approaches to ∞ in M-metric space (X,m). Then m(x,y)=mxymoreover if m(x,x)= m(y,y), then x=y.
Definition 1.9. Let α:X×X→[0,∞). A mapping T:X→X is said to be an α-admissible mapping if for all x,y∈X
α(x,y)≥1⇒α(T(x),T(y))≥1. |
Let Ψ be the family of the (c)-comparison functions ψ:R+∪{0}→R+∪{0} which satisfy the following properties:
(i) ψ is nondecreasing,
(ii) ∑∞n=0ψn(t)<∞ for all t>0, where ψn is the n-iterate of ψ (see [7,8,10,11]).
Definition 1.10. [33] Let (X,d) be a metric space and α:X×X→[0,∞). A mapping T:X→X is called (α,ψ)-contractive mapping if for all x,y∈X, we have
α(x,y)d(T(x),T(x))≤ψ(d(x,y)), |
where ψ∈Ψ.
A subset K of an M-metric space X is called bounded if for all x∈K, there exist y∈X and r>0 such that x∈Bm(y,r). Let ¯K denote the closure of K. The set K is closed in X if and only if ¯K=K.
Definition 1.11. [31] Define Hm:CBm(X)×CBm(X)→[0,∞) by
Hm(K,L)=max{∇m(K,L),∇m(L,K)}, |
where
m(x,L)=inf{m(x,y):y∈L} and∇m(L,K)=sup{m(x,L):x∈K}. |
Lemma 1.12. [31] Let F be any nonempty set in M-metric space (X,m), then
x∈¯F if and only if m(x,F)=supa∈F{mxa}. |
Proposition 1.13. [31] Let A,B,C∈CBm(X), then
(i) ∇m(A,A)=supx∈A{supy∈Amxy},
(ii) (∇m(A,B)−supx∈Asupy∈Bmxy)≤(∇m(A,C)−infx∈Ainfz∈Cmxz)+
(∇m(C,B)−infz∈Cinfy∈Bmzy).
Proposition 1.14. [31] Let A,B,C∈CBm(X) followingare hold
(i) Hm(A,A)=∇m(A,A)=supx∈A{supy∈Amxy},
(ii) Hm(A,B)=Hm(B,A),
(iii) Hm(A,B)−supx∈Asupy∈Amxy)≤Hm(A,C)+Hm(B,C)−infx∈Ainfz∈Cmxz−infz∈Cinfy∈Bmzy.
Lemma 1.15. [31] Let A,B∈CBm(X) and h>1.Then for each x∈A, there exist at the least one y∈B such that
m(x,y)≤hHm(A,B). |
Lemma 1.16. [31] Let A,B∈CBm(X) and l>0.Then for each x∈A, there exist at least one y∈B such that
m(x,y)≤Hm(A,B)+l. |
Theorem 1.17. [31] Let (X,m) be a complete M-metric space and T:X→CBm(X). Assume that there exist h∈(0,1) such that
Hm(T(x),T(y))≤hm(x,y), | (1.1) |
for all x,y∈X. Then T has a fixed point.
Proposition 1.18. [31] Let T:X→CBm(X) be a set-valued mapping satisfying (1.1) for all x,y inan M-metric space X. If z∈T(z) for some z in Xsuch that m(x,x)=0 for x∈T(z).
We start with the following definition:
Definition 2.1. Assume that Ψ is a family of non-decreasing functions ϕM:R+→R+ such that
(i) ∑+∞nϕnM(x)<∞ for every x>0 where ϕnM is a nth-iterate of ϕM,
(ii) ϕM(x+y)≤ϕM(x)+ϕM(y) for all x,y∈R+,
(iii) ϕM(x)<x, for each x>0.
Remark 2.2. If ∑αn|n=∞ =0 is a convergent series with positive terms then there exists a monotonic sequence (βn)|n=∞ such that βn|n=∞=∞ and ∑αnβn|n=∞=0 converges.
Definition 2.3. Let (X,m) be an M-metric pace. A self mapping T:X→X is called (α∗,ϕM)-contraction if there exist two functions α∗:X×X→[0,∞) and ϕM∈Ψ such that
α∗(x,y)m(T(x),T(y))≤ϕM(m(x,y)), |
for all x,y∈X.
Definition 2.4. Let (X,m) be an M-metric space. A set-valued mapping T:X→CBm(X) is said to be (α∗,ϕM)-contraction if for all x,y∈X, we have
α∗(x,y)Hm(T(x),T(x))≤ϕM(m(x,y)), | (2.1) |
where ϕM∈Ψ and α∗:X×X→[0,∞).
A mapping T is called α∗-admissible if
α∗(x,y)≥1⇒α∗(a1,b1)≥1 |
for each a1∈T(x) and b1∈T(y).
Theorem 2.5. Let (X,m) be a complete M-metric space.Suppose that (α∗,ϕM) contraction and α∗-admissible mapping T:X→CBm(X)satisfies the following conditions:
(i) there exist x0∈X such that α∗(x0,a1)≥1 for each a1∈T(x0),
(ii) if {xn}∈X is a sequence such that α∗(xn,xn+1)≥1 for all n and {xn}→x∈X as n→∞, then α∗(xn,x)≥1 for all n∈N. Then T has a fixed point.
Proof. Let x1∈T(x0) then by the hypothesis (i) α∗(x0,x1)≥1. From Lemma 1.16, there exist x2∈T(x1) such that
m(x1,x2)≤Hm(T(x0),T(x1))+ϕM(m(x0,x1)). |
Similarly, there exist x3∈T(x2) such that
m(x2,x3)≤Hm(T(x1),T(x2))+ϕ2M(m(x0,x1)). |
Following the similar arguments, we obtain a sequence {xn}∈X such that there exist xn+1∈T(xn) satisfying the following inequality
m(xn,xn+1)≤Hm(T(xn−1),T(xn))+ϕnM(m(x0,x1)). |
Since T is α∗-admissible, therefore α∗(x0,x1)≥1⇒α∗(x1,x2)≥1. Using mathematical induction, we get
α∗(xn,xn+1)≥1. | (2.2) |
By (2.1) and (2.2), we have
m(xn,xn+1)≤Hm(T(xn−1),T(xn))+ϕnM(m(x0,x1))≤α∗(xn,xn+1)Hm(T(xn−1),T(xn))+ϕnM(m(x0,x1))≤ϕM(m(xn−1,xn))+ϕnM(m(x0,x1))=ϕM[(m(xn−1,xn))+ϕn−1M(m(x0,x1))]≤ϕM[Hm(T(xn−2),T(xn−1))+ϕn−1M(m(x0,x1))]≤ϕM[α∗(xn−1,xn)Hm(T(xn−1),T(xn))+ϕn−1M(m(x0,x1))]≤ϕM[ϕM(m(xn−2,xn−1))+ϕn−1M(m(x0,x1))+ϕn−1M(m(x0,x1))]≤ϕ2M(m(xn−2,xn−1))+2ϕnM(m(x0,x1)).... |
m(xn,xn+1)≤ϕnM(m(x0,x1))+nϕnM(m(x0,x1))m(xn,xn+1)≤(n+1)ϕnM(m(x0,x1)). |
Let us assume that ϵ>0, then there exist n0∈N such that
∑n≥n0(n+1)ϕnM(m(x0,x1))<ϵ. |
By the Remarks (1.2) and (2.2), we get
limn→∞m(xn,xn+1)=0. |
Using the above inequality and (m2), we deduce that
limn→∞m(xn,xn)=limn→∞min{m(xn,xn),m(xn+1,xn+1)}=limn→∞mxnxn+1≤limn→∞m(xn,xn+1)=0. |
Owing to limit, we have limn→∞m(xn,xn)=0,
limn,m→∞mxnxm=0. |
Now, we prove that {xn} is M-Cauchy in X. For m,n in N with m>n and using the triangle inequality of an M-metric we get
m(xn,xm)−mxnxm≤m(xn,xn+1)−mxnxn+1+m(xn+1,xm)−mxn+1xm≤m(xn,xn+1)−mxnxn+1+m(xn+1,xn+2)−mxn+1xn+1+m(xn+2,xm)−mxn+2xm≤m(xn,xn+1)−mxnxn+1+m(xn+1,xn+2)−mxn+1xn+2+⋅⋅⋅+m(xm−1,xm)−mxm−1xm≤m(xn,xn+1)+m(xn+1,xn+2)+⋅⋅⋅+m(xm−1,xm)=m−1∑r=nm(xr,xr+1)≤m−1∑r=n(r+1)ϕrM(m(x0,x1))≤m−1∑r≥n0(r+1)ϕrM(m(x0,x1))≤m−1∑r≥n0(r+1)ϕrM(m(x0,x1))<ϵ. |
m(xn,xm)−mxnxm→0, as n→∞, we obtain limm,n→∞(Mxnxm−mxnxm)=0. Thus {xn} is a M-Cauchy sequence in X. Since (X,m) is M-complete, there exist x⋆∈X such that
limn→∞(m(xn,x⋆)−mxnx⋆)=0 andlimn→∞(Mxnx⋆−mxnx⋆)=0. |
Also, limn→∞m(xn,xn)=0 gives that
limn→∞m(xn,x⋆)=0 and limn→∞Mxnx⋆=0, | (2.3) |
limn→∞{max(m(xn,x⋆),m(x⋆,x⋆))}=0, |
which implies that m(x⋆,x⋆)=0 and hence we obtain mx⋆T(x⋆)=0. By using (2.1) and (2.3) with
limn→∞α∗(xn,x⋆)≥1. |
Thus,
limn→∞Hm(T(xn),T(x⋆))≤limn→∞ϕM(m(xn,x⋆))≤limn→∞m(xn,x⋆). |
limn→∞Hm(T(xn),T(x⋆))=0. | (2.4) |
Now from (2.3), (2.4), and xn+1∈T(xn), we have
m(xn+1,T(x⋆))≤Hm(T(xn),T(x⋆))=0. |
Taking limit as n→∞ and using (2.4), we obtain that
limn→∞m(xn+1,T(x⋆))=0. | (2.5) |
Since mxn+1T(x⋆)≤m(xn+1,T(x⋆)) which gives
limn→∞mxn+1T(x⋆)=0. | (2.6) |
Using the condition (m4), we obtain
m(x⋆,T(x⋆))−supy∈T(x⋆)mx⋆y≤m(x⋆,T(x⋆))−mx⋆,T(x⋆)≤m(x⋆,xn+1)−mx⋆xn+1+m(xn+1,T((x⋆))−mxn+1T(x⋆). |
Applying limit as n→∞ and using (2.3) and (2.6), we have
m(x⋆,T(x⋆))≤supy∈T(x⋆)mx⋆y. | (2.7) |
From (m2), mx⋆y≤m(x⋆y) for each y∈T(x⋆) which implies that
mx⋆y−m(x⋆,y)≤0. |
Hence,
sup{mx⋆y−m(x⋆,y):y∈T(x⋆)}≤0. |
Then
supy∈T(x⋆)mx⋆y−infy∈T(x⋆)m(x⋆,y)≤0. |
Thus
supy∈T(x⋆)mx⋆y≤m(x⋆,T(x⋆)). | (2.8) |
Now, from (2.7) and (2.8), we obtain
m(T(x⋆),x⋆)=supy∈T(x⋆)mx⋆y. |
Consequently, owing to Lemma (1.12), we have x⋆∈¯T(x⋆)=T(x⋆).
Corollary 2.6. Let (X,m) be a complete M-metric space and anself mapping T:X→X an α∗-admissible and (α∗,ϕM)-contraction mapping. Assume that thefollowing properties hold:
(i) there exists x0∈X such that α∗(x0,T(x0))≥1,
(ii) either T is continuous or for any sequence {xn}∈X with α∗(xn,xn+1)≥1 for all n∈N and {xn}→x as n → ∞, we have α∗(xn,x)≥1 for all n∈N. Then T has a fixed point.
Some fixed point results in ordered M-metric space.
Definition 2.7. Let (X,⪯) be a partially ordered set. A sequence {xn}⊂X is said to be non-decreasing if xn⪯xn+1 for all n.
Definition 2.8. [16] Let F and G be two nonempty subsets of partially ordered set (X,⪯). The relation between F and G is defined as follows: F≺1G if for every x∈F, there exists y∈G such that x⪯y.
Definition 2.9. Let (X,m,⪯) be a partially ordered set on M-metric. A set-valued mapping T:X→CBm(X) is said to be ordered (α∗,ϕM)-contraction if for all x,y∈X, with x⪯y we have
Hm(T(x),T(y))≤ϕM(m(x,y)) |
where ϕM∈Ψ. Suppose that α∗:X×X→[0,∞) is defined by
α∗(x,y)={1 if Tx≺1Ty0 otherwise. |
A mapping T is called α∗-admissible if
α(x,y)≥1⇒α∗(a1,b1)≥1, |
for each a1∈T(x) and b1∈T(y).
Theorem 2.10. Let (X,m,⪯) be a partially orderedcomplete M-metric space and T:X→CBm(X) an α∗-admissible ordered (α∗,ϕM)-contraction mapping satisfying the following conditions:
(i) there exist x0∈X such that {x0}≺1{T(x0)}, α∗(x0,a1)≥1 for each a1∈T(x0),
(ii) for every x,y∈X, x⪯y implies T(x)≺1T(y),
(iii) If {xn}∈X is a non-decreasing sequence such that xn⪯xn+1 for all n and {xn}→x∈X as n →∞ gives xn⪯x for all n∈N. Then T has a fixed point.
Proof. By assumption (i) there exist x1∈T(x0) such that x0⪯x1 and α∗(x0,x1)≥1. By hypothesis (ii), T(x0)≺1T(x1). Let us assume that there exist x2∈T(x1) such that x1⪯x2 and we have the following
m(x1,x2)≤Hm(T(x0),T(x1))+ϕM(m(x0,x1)). |
In the same way, there exist x3∈T(x2) such that x2⪯x3 and
m(x2,x3)≤Hm(T(x1),T(x2))+ϕ2M(m(x0,x1)). |
Following the similar arguments, we have a sequence {xn}∈X and xn+1∈T(xn) for all n≥0 satisfying x0⪯x1⪯x2⪯x3⪯...xn⪯xn+1. The proof is complete follows the arguments given in Theorem 2.5.
Example 2.11. Let X=[16,1] be endowed with an M -metric given by m(x,y)=x+y2. Define T:X→CBm(X) by
T(x)={{12x+16,14}, if x=16{x2,x3}, if 14≤x≤13{23,56}, if 12≤x≤1. |
Define a mapping α∗:X×X→[0,∞) by
α∗(x,y)={1 if x,y∈[14,13]0 otherwise. |
Let ϕM:R+→R+ be given by ϕM(t)=1710 where ϕM∈Ψ, for x,y∈X. If x=16, y=14 then m(x,y)=524, and
Hm(T(x),T(y))=Hm({312,14},{18,112})=max(∇m({312,14},{18,112}),∇m({18,112},{312,14}))=max{316,212}=316≤ϕM(t)m(x,y). |
If x=13, y=12 then m(x,y)=512, and
Hm(T(x),T(y))=Hm({16,19},{23,1})=max(∇m({16,19},{23,1}),∇m({23,1},{16,19}))=max{1736,718}=1736≤ϕM(t)m(x,y). |
If x=16, y=1, then m(x,y)=712 and
Hm(T(x),T(y))=Hm({312,14},{23,56})=max(∇m({312,14},{23,56}),∇m({23,56},{312,14}))=max{1124,1324}=1324≤ϕM(t)m(x,y). |
In all cases, T is (α∗,ϕM)-contraction mapping. If x0=13, then T(x0)={x2,x3}.Therefore α∗(x0,a1)≥1 for every a1∈T(x0). Let x,y∈X be such that α∗(x,y)≥1, then x,y∈[x2,x3] and T(x)={x2,x3} and T(y)= {x2,x3} which implies that α∗(a1,b1)≥1 for every a1∈T(x) and b1∈T(x). Hence T is α∗-admissble.
Let {xn}∈X be a sequence such that α∗(xn,xn+1)≥1 for all n in N and xn converges to x as n converges to ∞, then xn∈[x2,x3]. By definition of α∗ -admissblity, therefore x∈[x2,x3] and hence α∗(xn,x)≥1. Thus all the conditions of Theorem 2.3 are satisfied. Moreover, T has a fixed point.
Example 2.12. Let X={(0,0),(0,−15),(−18,0)} be the subset of R2 with order ⪯ defined as: For (x1,y1),(x2,y2)∈X, (x1,y1)⪯(x2,y2) if and only if x1≤x2, y1≤y2. Let m:X×X→R+ be defined by
m((x1,y1),(x2,y2))=|x1+x22|+|y1+y22|, for x=(x1,y1), y=(x2,y2)∈X. |
Then (X,m) is a complete M-metric space. Let T:X→CBm(X) be defined by
T(x)={{(0,0)}, if x=(0,0),{(0,0),(−18,0)}, if x∈(0,−15){(0,0)}, if x∈(−18,0). |
Define a mapping α∗:X×X→[0,∞) by
α∗(x,y)={1 if x,y∈X0 otherwise. |
Let ϕM:R+→R+ be given by ϕM(t)=12. Obviously, ϕM∈Ψ. For x,y∈X,
if x=(0,−15) and y=(0,0), then Hm(T(x),T(y))=0 and m(x,y)=110 gives that
Hm(T(x),T(y))=Hm({(0,0),(−18,0)},{(0,0)})=max(∇m({(0,0),(−18,0)},{(0,0)}),∇m({(0,0)},{(0,0),(−18,0)}))=max{0,0}=0≤ϕM(t)m(x,y). |
If x=(−18,0) and y=(0,0) then Hm(T(x),T(y))=0, and m(x,y)=116 implies that
Hm(T(x),T(y))≤ϕM(t)m(x,y). |
If x=(0,0) and y=(0,0) then Hm(T(x),T(y))=0, and m(x,y)=0 gives
Hm(T(x),T(y))≤ϕM(t)m(x,y). |
If x=(0,−15) and y=(0,−15) then Hm(T(x),T(y))=0, and m(x,y)=15 implies that
Hm(T(x),T(y))≤ϕM(t)m(x,y). |
If x=(0,−18) and y=(0,−18) then Hm(T(x),T(y))=0, and m(x,y)=18 gives that
Hm(T(x),T(y))≤ϕM(t)m(x,y). |
Thus all the condition of Theorem 2.10 satisfied. Moreover, (0,0) is the fixed point of T.
In this section, we present an application of our result in homotopy theory. We use the fixed point theorem proved for set-valued (α∗,ϕM)-contraction mapping in the previous section, to establish the result in homotopy theory. For further study in this direction, we refer to [6,35].
Theorem 3.1. Suppose that (X,m) is a complete M-metricspace and A and B are closed and open subsets of X respectively, suchthat A⊂B. For a,b∈R, let T:B×[a,b]→CBm(X) be aset-valued mapping satisfying the following conditions:
(i) x∉T(y,t) for each y∈B/Aand t∈[a,b],
(ii) there exist ϕM∈Ψ and α∗:X×X→[0,∞) such that
α∗(x,y)Hm(T(x,t),T(y,t))≤ϕM(m(x,y)), |
for each pair (x,y)∈B×B and t∈[a,b],
(iii) there exist a continuous function Ω:[a,b]→R such that for each s,t∈[a,b] and x∈B, we get
Hm(T(x,s),T(y,t))≤ϕM|Ω(s)−Ω(t)|, |
(iv) if x⋆∈T(x⋆,t),then T(x⋆,t)={x⋆},
(v) there exist x0 in X such that x0∈T(x0,t),
(vi) a function ℜ:[0,∞)→[0,∞) defined by ℜ(x)=x−ϕM(x) is strictly increasing and continuous if T(.,t⊺) has a fixed point in B for some t⊺∈[a,b], then T(.,t) has afixed point in A for all t∈[a,b]. Moreover, for a fixed t∈[a,b], fixed point is unique provided that ϕM(t)=12t where t>0.
Proof. Define a mapping α∗:X×X→[0,∞) by
α∗(x,y)={1 if x∈T(x,t), y∈T(y,t) 0 otherwise. |
We show that T is α∗-admissible. Note that α∗(x,y)≥1 implies that x∈T(x,t) and y∈T(y,t) for all t∈[a,b]. By hypothesis (iv), T(x,t)={x} and T(y,t)={y}. It follows that T is α∗ -admissible. By hypothesis (v), there exist x0∈X such that x0∈(x0,t) for all t, that is α∗(x0,x0)≥1. Suppose that α∗(xn,xn+1)≥1 for all n and xn converges to q as n approaches to ∞ and xn∈T(xn,t) and xn+1∈T(xn+1,t) for all n and t∈[a,b] which implies that q∈T(q,t) and thus α∗(xn,q)≥1. Set
D={t∈[a,b]: x∈T(x,t) for x∈A}. |
So T(.,t⊺) has a fixed point in B for some t⊺∈[a,b], there exist x∈B such that x∈T(x,t). By hypothesis (i) x∈T(x,t) for t∈[a,b] and x∈A so D≠ϕ. Now we now prove that D is open and close in [a,b]. Let t0∈D and x0∈A with x0∈T(x0,t0). Since A is open subset of X, ¯Bm(x0,r)⊆A for some r>0. For ϵ=r+mxx0−ϕ(r+mxx0) and a continuous function Ω on [a,b], there exist δ>0 such that
ϕM|Ω(t)−Ω(t0)|<ϵ for all t∈(t0−δ,t0+δ). |
If t∈(t0−δ,t0+δ) for x∈Bm(x0,r)={x∈X:m(x0,x)≤mx0x+r} and l∈T(x,t), we obtain
m(l,x0)=m(T(x,t),x0)=Hm(T(x,t),T(x0,t0)). |
Using the condition (iii) of Proposition 1.13 and Proposition 1.18, we have
m(l,x0)≤Hm(T(x,t),T(x0,t0))+Hm(T(x,t),T(x0,t0)) | (2.9) |
as x∈T(x0,t0) and x∈Bm(x0,r)⊆A⊆B, t0∈[a,b] with α∗(x0,x0)≥1. By hypothesis (ii), (iii) and (2.9)
m(l,x0)≤ϕM|Ω(t)−Ω(t0)|+α∗(x0,x0)Hm(T(x,t),T(x0,t0))≤ϕM|Ω(t)−Ω(t0)|+ϕM(m(x,x0))≤ϕM(ϵ)+ϕM(mxx0+r)≤ϕM(r+mxx0−ϕM(r+mxx0))+ϕM(mxx0+r)<r+mxx0−ϕM(r+mxx0)+ϕM(mxx0+r)=r+mxx0. |
Hence l∈¯Bm(x0,r) and thus for each fixed t∈(t0−δ,t0+δ), we obtain T(x,t)⊂¯Bm(x0,r) therefore T:¯Bm(x0,r)→CBm(¯Bm(x0,r)) satisfies all the assumption of Theorem (3.1) and T(.,t) has a fixed point ¯Bm(x0,r)=Bm(x0,r)⊂B. But by assumption of (i) this fixed point belongs to A. So (t0−δ,t0+δ)⊆D, thus D is open in [a,b]. Next we prove that D is closed. Let a sequence {tn}∈D with tn converges to t0∈[a,b] as n approaches to ∞. We will prove that t0 is in D.
Using the definition of D, there exist {tn} in A such that xn∈T(xn,tn) for all n. Using Assumption (iii)–(v), and the condition (iii) of Proposition 1.13, and an outcome of the Proposition 1.18, we have
m(xn,xm)≤Hm(T(xn,tn),T(xm,tm))≤Hm(T(xn,tn),T(xn,tm))+Hm(T(xn,tm),T(xm,tm))≤ϕM|Ω(tn)−Ω(tm)|+α∗(xn,xm)Hm(T(xn,tm),T(xm,tm))≤ϕM|Ω(tn)−Ω(tm)|+ϕM(m(xn,xm))⇒m(xn,xm)−ϕM(m(xn,xm))≤ϕM|Ω(tn)−Ω(tm)|⇒ℜ(m(xn,xm))≤ϕM|Ω(tn)−Ω(tm)|ℜ(m(xn,xm))<|Ω(tn)−Ω(tm)|m(xn,xm)<1ℜ|Ω(tn)−Ω(tm)|. |
So, continuity of 1ℜ, ℜ and convergence of {tn}, taking the limit as m,n→∞ in the last inequality, we obtain that
limm,n→∞m(xn,xm)=0. |
Sine mxnxm≤m(xn,xm), therefore
limm,n→∞mxnxm=0. |
Thus, we have limn→∞m(xn,xn)=0=limm→∞m(xm,xm). Also,
limm,n→∞(m(xn,xm)−mxnxm)=0, limm,n→∞(Mxnxm−mxnxm). |
Hence {xn} is an M-Cauchy sequence. Using Definition 1.4, there exist x∗ in X such that
limn→∞(m(xn,x∗)−mxnx∗)=0 and limn→∞(Mxnx∗−mxnx∗)=0. |
As limn→∞m(xn,xn)=0, therefore
limn→∞m(xn,x∗)=0 and limn→∞Mxnx∗=0. |
Thus, we have m(x,x∗)=0. We now show that x∗∈T(x∗,t∗). Note that
m(xn,T(x∗,t∗))≤Hm(T(xn,tn),T(x∗,t∗))≤Hm(T(xn,tn),T(xn,t∗))+Hm(T(xn,t∗),T(x∗,t∗))≤ϕM|Ω(tn)−Ω(t∗)|+α∗(xn,t∗)Hm(T(xn,t∗),T(x∗,t∗))≤ϕM|Ω(tn)−Ω(t∗)|+ϕM(m(xn,t∗)). |
Applying the limit n→∞ in the above inequality, we have
limn→∞m(xn,T(x∗,t∗))=0. |
Hence
limn→∞m(xn,T(x∗,t∗))=0. | (2.10) |
Since m(x∗,x∗)=0, we obtain
supy∈T(x∗,t∗)mx∗y=supy∈T(x∗,t∗)min{m(x∗,x∗),m(y,y)}=0. | (2.11) |
From above two inequalities, we get
m(x∗,T(x∗,t∗))=supy∈T(x∗,t∗)mx∗y. |
Thus using Lemma 1.12 we get x∗∈T(x∗,t∗). Hence x∗∈A. Thus x∗∈D and D is closed in [a,b], D=[a,b] and D is open and close in [a,b]. Thus T(.,t) has a fixed point in A for all t∈[a,b]. For uniqueness, t∈[a,b] is arbitrary fixed point, then there exist x∈A such that x∈T(x,t). Assume that y is an other point of T(x,t), then by applying condition 4, we obtain
m(x,y)=Hm(T(x,t),T(y,t))≤αM(x,y)Hm(T(x,t),T(y,t))≤ϕM(m(x,y)). |
ForϕM(t)=12t, where t>0, the uniqueness follows.
In this section we will apply the previous theoretical results to show the existence of solution for some integral equation. For related results (see [13,20]). We see for non-negative solution of (3.1) in X=C([0,δ],R). Let X=C([0,δ],R) be a set of continuous real valued functions defined on [0,δ] which is endowed with a complete M-metric given by
m(x,y)=supt∈[0,δ](|x(t)+x(t)2|) for all x,y∈X. |
Consider an integral equation
v1(t)=ρ(t)+∫δ0h(t,s)J(s,v1(s))ds for all 0≤t≤δ. | (3.1) |
Define g:X→X by
g(x)(t)=ρ(t)+∫δ0h(t,s)J(s,x(s))ds |
where
(i) for δ>0, (a) J:[0,δ]×R→R, (b) h:[0,δ]×[0,δ]→[0,∞), (c) ρ:[0,δ]→R are all continuous functions
(ii) Assume that σ:X×X→R is a function with the following properties,
(iii) σ(x,y)≥0 implies that σ(T(x),T(y))≥0,
(iv) there exist x0∈X such that σ(x0,T(x0))≥0,
(v) if {xn}∈X is a sequence such that σ(xn,xn+1)≥0 for all n∈N and xn→x as n→∞, then σ(x,T(x))≥0
(vi)
supt∈[0,δ]∫δ0h(t,s)ds≤1 |
where t∈[0,δ], s∈R,
(vii) there exist ϕM∈Ψ, σ(y,T(y))≥1 and σ(x,T(x))≥1 such that for each t∈[0,δ], we have
|J(s,x(t))+J(s,y(t))|≤ϕM(|x+y|). | (3.3) |
Theorem 4.1. Under the assumptions (i)−(vii) theintegral Eq (3.1) has a solution in {X=C([0,δ],R) for all t∈[0,δ]}.
Proof. Using the condition (vii), we obtain that
m(g(x),g(y))=|g(x)(t)+g(y)(t)2|=|∫δ0h(t,s)[J(s,x(s))+J(s,y(s))2]ds|≤∫δ0h(t,s)|J(s,x(s))+J(s,y(s))2|ds≤∫δ0h(t,s)[ϕM|x(s)+y(s)2|]ds≤(supt∈[0,δ]∫δ0h(t,s)ds)(ϕM|x(s)+y(s)2|)≤ϕM(|x(s)+y(s)2|) |
m(g(x),g(y))≤ϕ(m(x,y)) |
Define α∗:X×X→[0,+∞) by
α∗(x,y)={1 if σ(x,y)≥0 0 otherwise |
which implies that
m(g(x),g(y))≤ϕM(m(x,y)). |
Hence all the assumption of the Corollary 2.6 are satisfied, the mapping g has a fixed point in X=C([0,δ],R) which is the solution of integral Eq (3.1).
In this study we develop some set-valued fixed point results based on (α∗,ϕM)-contraction mappings in the context of M-metric space and ordered M-metric space. Also, we give examples and applications to the existence of solution of functional equations and homotopy theory.
The authors declare that they have no competing interests.
[1] |
Cheng D, Reiner DM, Yang F, et al. (2023) Projecting future carbon emissions from cement production in developing countries. Nat Commun 14: 8213. https://doi.org/10.1038/s41467-023-43660-x doi: 10.1038/s41467-023-43660-x
![]() |
[2] |
Haruna S, Mohammed BS, Wahab M, et al. (2020) Effect of paste aggregate ratio and curing methods on the performance of one-part alkali-activated concrete. Constr Build Mater 261: 120024. https://doi.org/10.1016/j.conbuildmat.2020.120024 doi: 10.1016/j.conbuildmat.2020.120024
![]() |
[3] |
Ahmad J, Aslam F, Zaid O, et al. (2021) Mechanical and durability characteristics of sustainable concrete modified with partial substitution of waste foundry sand. Struct Concr 22: 2775–2790. https://doi.org/10.1002/suco.202000830 doi: 10.1002/suco.202000830
![]() |
[4] |
Zeybek O, Ozkılıc YO, Karalar M, et al. (2022) Influence of replacing cement with waste glass on mechanical properties of concrete. Materials 15: 7513. https://doi.org/10.3390/ma15217513 doi: 10.3390/ma15217513
![]() |
[5] |
Figueiredo F, da Silva P, Botero ER, et al. (2022) Concrete with partial replacement of natural aggregate by PET aggregate—An exploratory study about the influence in the compressive strength. AIMS Mater Sci 9: 172–183. https://doi:10.3934/matersci.2022011 doi: 10.3934/matersci.2022011
![]() |
[6] |
Piyarat N, Wangrakdiskul U, Maingam P (2021) Investigations of the influence of various industrial waste materials containing rice husk ash, waste glass, and sediment soil for eco-friendly production of non-fired tiles. AIMS Mater Sci 8: 469–485. https://doi:10.3934/matersci.2021029e doi: 10.3934/matersci.2021029e
![]() |
[7] |
Dong W, Li W, Tao Z (2021) A comprehensive review on performance of cementitious and geopolymeric concrete with recycled waste glass as powder, sand or cullet. Resour Conserv Recycl 172: 05664. http://doi:10.1016/j.resconrec.2021.105664 doi: 10.1016/j.resconrec.2021.105664
![]() |
[8] |
Almeshal I, Tayeh BA, Alyousef R, et al. (2020) Use of recycled plastic as fine aggregate in cementitious composites: A review. Constr Build Mater 253: 119146. https://doi.org/10.1016/j.conbuildmat.2020.119146 doi: 10.1016/j.conbuildmat.2020.119146
![]() |
[9] |
Dong W, GuoY, Sun Z, et al. (2021) Development of piezo resistance cement- based sensor using recycled waste glass cullets coated with carbon nanotubes. J Clean Prod 314: 127968. https://doi.org/10.1016/j.clepro.2021.127968 doi: 10.1016/j.clepro.2021.127968
![]() |
[10] |
Awolusi TF, Tawio A, Aladegboye O, et al. (2021) Optimisation of quinary blended supplementary cementitious material for eco-friendly paving unit using taguchi orthogonal array design. Mater Today 65: 2221–2227. https://doi.org/10.1016/j.matpr.2022.06.263 doi: 10.1016/j.matpr.2022.06.263
![]() |
[11] |
Tayeh BA (2018) Effects of marble, timber, and glass powder as partial replacements for cement. JCECT 7: 63–71. http://doi: 10.32732/jcec.2018.7.2.63 doi: 10.32732/jcec.2018.7.2.63
![]() |
[12] |
Shiverskii AV, Kukharskii AV, Lomov SV, et al. (2024) Recycling glass fiber-reinforced plastic in asphalt concrete production. AIMS Mater Sci 11: 231–242. https://doi:10.3934/matersci.2024013 doi: 10.3934/matersci.2024013
![]() |
[13] |
Xi X, Zheng Y, Zhuo J, et al. (2024) Mechanical properties and hydration mechanism of nano-silica modified alkali-activated thermally activated recycled cement. J Build Eng 98: 110998. https://doi.org/10.1016/j.jobe.2024.110998 doi: 10.1016/j.jobe.2024.110998
![]() |
[14] |
Xi X, Zheng Y, Zhuo J, et al. (2024). Influence of water glass modulus and alkali content on the properties of alkali-activated thermally activated recycled cement. Constr Build Mater 452: 138867. https://doi.org/10.1016/j.conbuildmat.2024.138867 doi: 10.1016/j.conbuildmat.2024.138867
![]() |
[15] |
Salahaddin SD, Haido JH, Wardeh G (2022) The behavior of UHPC containing recycled glass waste in place of cementitious materials: A comprehensive review. Case Stud Constr Mater 17: e01494. https://doi.org/10.1016/j.cscm.2022.e01494 doi: 10.1016/j.cscm.2022.e01494
![]() |
[16] |
Taher SM, Saadullah ST, Haido JH, et al. (2021) Behavior of geopolymer concrete deep beams containing waste aggregate of glass and limestone as a partial replacement of natural sand. Case Stud Constr Mater 15: e00744. https://doi.org/10.1016/j.cscm.2021.e00744 doi: 10.1016/j.cscm.2021.e00744
![]() |
[17] |
Awolusi T, Aluko O, Oguntayo D, et al. (2024) Evaluation of the properties of fiber-reinforced pervious concrete pavement incorporating glass powder and kaolin. Open Civ Eng J 18: e18741495303730. https://doi:10.2174/0118741495303730240307101941 doi: 10.2174/0118741495303730240307101941
![]() |
[18] |
M Al-Akhras N (2012) Performance of glass concrete subjected to freeze-thaw cycling. The Open Constr Build Technol J 6: 392–397. https://doi:10.2174/1874836801206010392 doi: 10.2174/1874836801206010392
![]() |
[19] |
Yaseen MH, Hashim SFS, Dawood ET, et al. (2024) Mechanical properties and microstructure of roller compacted concrete incorporating brick powder, glass powder, and steel slag. J Mech Behav Mater 33: 20220307. https://doi.org/10.1515/jmbm-2022-0307 doi: 10.1515/jmbm-2022-0307
![]() |
[20] |
Hussain ZA, Aljalawi NMF (2022) Behavior of reactive powder concrete containing recycled glass powder reinforced by steel fiber. J Mech Behav Mater 31: 233–239. https://doi.org/10.1515/jmbm-2022-0025 doi: 10.1515/jmbm-2022-0025
![]() |
[21] |
Golewski GL (2023) Mechanical properties and brittleness of concrete made by combined fly ash, silica fume and nanosilica with ordinary Portland cement. AIMS Mater Sci 10: 390–404. https://doi.org/10.3934/matersci.2023021 doi: 10.3934/matersci.2023021
![]() |
[22] |
Haido JH, Zainalabdeen MA, Tayeh BA (2021) Experimental and numerical studies on flexural behavior of high strength concrete beams containing waste glass. Adv Concr Constr 11: 239–253. https://doi.org/10.12989/acc.2021.11.3.239 doi: 10.12989/acc.2021.11.3.239
![]() |
[23] |
Ali MH, Dinkha YZ, Haido JH (2017) Mechanical properties and spalling at elevated temperature of high performance concrete made with reactive and waste inert powders. JESTECH 20: 536–541. htttp://doi.org/10.1016/j.jestch.2016.12.004 doi: 10.1016/j.jestch.2016.12.004
![]() |
[24] | Balkrishan P, Sanjeev G (2017) To study effect of different curing methods on the compressive strength of concrete. IJSER 8: 30–34. |
[25] |
Pawar Y, Kate S (2020) Curing of concrete: A review. Int Res J Eng Technol 7: 1820–1824. https://doi:10.13140/RG.2.2.32095.07848 doi: 10.13140/RG.2.2.32095.07848
![]() |
[26] |
Hussein H, Alyaa A, Bassem T, et al (2022) Influence of different curing methods on the compressive strength of ultra performance concrete: A comprehensive review. Case Stud Constr Mater 17: e01390. https://doi.org/10.1016/j.cscm.2022.e01390 doi: 10.1016/j.cscm.2022.e01390
![]() |
[27] |
Lokeshwari M, Bandakli BP, Tarun S, et al. (2021) A review on self-curing concrete. Mater Today 43: 2259–2264. https://doi.org/10.1016/j.matpr.2020.12.859 doi: 10.1016/j.matpr.2020.12.859
![]() |
[28] |
Tesfaalem GA, Semion Z (2022) The effect of external curing methods on the development of mechanical and durability-related properties of normal-strength concrete. Constr Build Mater 324: 126706. https://doi.org/10.1016/j.conbuildmat.2022.126706 doi: 10.1016/j.conbuildmat.2022.126706
![]() |
[29] | Nwikiabeh A, Dornubari T, Petrolina CAU (2018) Improving the compressive strength of concrete by curing in water/lime solution. ARPN J Eng Appi Sci 15: 705–710. |
[30] |
Wang Z, Gade PR (2017) Application and analysis of methods for selecting an optimal solution from the pareto-optimal front obtained by multiobjective optimization. Ind Eng Chem Res 56: 560–574. https://doi.org/10.1021/acs.iecr.6b03453 doi: 10.1021/acs.iecr.6b03453
![]() |
[31] |
Wassim BC, Majdi F, Moncef LN (2020) Machine Learning prediction of mechanical properties of concrete: Critical review. Constr Build Mater 260: 119889. https://doi.org/10.1016/j.conbuildmat.2020.119889 doi: 10.1016/j.conbuildmat.2020.119889
![]() |
[32] |
Amandeep SS, Rafat S (2024) Review on effect of curing methods on high strength concrete. Constr Build Mater 438: 136858. https://doi.org/10.1016/j.conbuildmat.2024.136858 doi: 10.1016/j.conbuildmat.2024.136858
![]() |
[33] |
Al-Bayati MA, Abdulrahman MB, Alzeebaree R, et al. (2022) The effect of materials and curing system on the behavior of self-compacting geopolymer concrete. J Mech Behav Mater 31: 710–718. https://doi.org/10.1515/jmbm-2022-0206 doi: 10.1515/jmbm-2022-0206
![]() |
[34] |
Mensah S, Ayarkwa J, Nani G (2020) A theoretical framework for conceptualizing contractors' adaptatation to environmentally sustainable construction. Int J Constr Manag 20: 801–811. https://doi.org/10.1080/15623599.2018.1484860 doi: 10.1080/15623599.2018.1484860
![]() |
[35] |
Islam GS, Rahman M, Kazi N (2017) Waste glass powder as partial replacement of cement for sustainable concrete practice. Int J Sustain Built Environ 6: 37–44. https://doi.org/10.1016/j.ijsbe.2016.10.005 doi: 10.1016/j.ijsbe.2016.10.005
![]() |
[36] |
Baris B, Ali O, Ahmet B, et al. (2023) The physico-mechanical and shielding properties of alkali-activated slag composites incorporating cement clinker aggregate: Effect of high temperature and particle size. J Build Eng 67: 105982. https://doi.org/10.1016/j.jobe.2023.105982 doi: 10.1016/j.jobe.2023.105982
![]() |
[37] |
Ahmad J. Zhou Z, Usanova KI, et al. (2022) A step towards concrete with partial substitution of waste glass (WG) in concrete: A review. Materials 15: 2525–2548. https://doi.org/10.3390/ma15072525 doi: 10.3390/ma15072525
![]() |
[38] | Khan MN, Saha A, Sarker PK (2020) Reuse of waste glass as a supplementary binder and aggregate for sustainable cement-based construction materials: A review. J Build Eng 28: 101052. http://doi.org/103390/ma15072525 |
[39] |
Daban AM, Rahel KI (2023) Effect of waste glass powder as partial replacement of cement and sand in concrete. Case Stud Constr Mater 19: e02512. https://doi.org/10.1016/j.cscm.2023.e02512 doi: 10.1016/j.cscm.2023.e02512
![]() |
[40] |
Qaidi S, Najm HM, Abed SM, et al. (2022) Concrete containing waste glass as an environmentally friendly aggregate: A review on fresh and mechanical characteristics. Materials 15: 6222. https://doi.org/10.3390/ma15186222 doi: 10.3390/ma15186222
![]() |
[41] |
Rahma A, El Naber N, Issa Ismail S (2017) Effect of glass powder on the compression strength and the workability of concrete. Cogent Eng 4: 1373415. https://doi.org/10.1080/23311916.2017.1373415 doi: 10.1080/23311916.2017.1373415
![]() |
[42] |
Vinai R, Rafeet A, Soutsos M, et al. (2016) The role of water content and paste proportion on physico-mechanical properties of alkali activated fly ash–ggbs concrete. J Sustain Metall 2: 51–61. https://doi.org/10.1007/s40831-015-0032-6 doi: 10.1007/s40831-015-0032-6
![]() |
[43] |
Aluko O, Awolusi T, Adeyemi A (2020) Influence of curing media and mixing solution on the compressive strength of laterized concrete. Silicon 12: 2425–2432. https://doi:10.1007/s12633-019-00343-x doi: 10.1007/s12633-019-00343-x
![]() |
[44] |
Zhang P, Su J, Guo J, et al. (2023) Influence of carbon nanotube on properties of concrete: A review. Constr Build Mater 369: 1303388. https://doi.org/10.1016/j.conbuildmat.2023.130388 doi: 10.1016/j.conbuildmat.2023.130388
![]() |
[45] |
Negiya SM, Yohannes WS, Elmer CA (2022) Experimental investigation on mechanical properties of concrete using different sources of water for mixing and curing concrete. Case Stud Constr Mater 16: e00959. https://doi.org/10.1016/j.cscm.2022.e00959 doi: 10.1016/j.cscm.2022.e00959
![]() |
[46] |
Hanafi M, Aydin E, Ekinci A (2020) Engineering properties of basalt fiber-reinforced bottom ash cement paste composites. Materials 13: 1952. https://doi.org/10.3390/ma13081952 doi: 10.3390/ma13081952
![]() |
[47] |
Golewski GL (2023) Examination of water absorption of low-volume fly ash concrete (LVFAC) under water immersion conditions. Mater Res Express 10: 085505. https://doi.org/10.1088/2053-1591/acedef doi: 10.1088/2053-1591/acedef
![]() |
1. | Amjad Ali, Muhammad Arshad, Eskandar Ameer, Asim Asiri, Certain new iteration of hybrid operators with contractive M -dynamic relations, 2023, 8, 2473-6988, 20576, 10.3934/math.20231049 | |
2. | Muhammad Tariq, Muhammad Arshad, Mujahid Abbas, Eskandar Ameer, Saber Mansour, Hassen Aydi, A relation theoretic m-metric fixed point algorithm and related applications, 2023, 8, 2473-6988, 19504, 10.3934/math.2023995 | |
3. | Imo Kalu Agwu, Naeem Saleem, Umar Isthiaq, A new modified mixed-type Ishikawa iteration scheme with error for common fixed points of enriched strictly pseudocontractive self mappings and ΦΓ-enriched Lipschitzian self mappings in uniformly convex Banach spaces, 2025, 26, 1989-4147, 1, 10.4995/agt.2025.17595 | |
4. | Muhammad Tariq, Sabeur Mansour, Mujahid Abbas, Abdullah Assiry, A Solution to the Non-Cooperative Equilibrium Problem for Two and Three Players Using the Fixed-Point Technique, 2025, 17, 2073-8994, 544, 10.3390/sym17040544 |