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Generalized RKM methods for solving fifth-order quasi-linear fractional partial differential equation

  • AllahBakhsh Yazdani Cherati , Murtadha A. Kadhim EMAIL logo and Mohammed Sahib Mechee
Published/Copyright: February 24, 2024
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Abstract

Fractional differential equations (FDEs) are used for modeling the natural phenomena and interpretation of many life problems in the fields of applied science and engineering. The mathematical models which include different types of differential equations are used in some fields of applied sciences like biology, diffusion, electronic circuits, damping laws, fluid mechanics, and many others. The derivation of modern analytical or numerical methods for solving FDEs is a significant problem. However, in this article, we introduce a novel approach to generalize Runge Kutta Mechee (RKM) method for solving a class of fifth-order fractional partial differential equations (FPDEs) by combining numerical RKM techniques with the method of lines. We have applied the developed approach to solve some problems involving fifth-order FPDEs, and then, the numerical and analytical solutions for these problems have been compared. The comparisons in the implementations have proved the efficiency and accuracy of the developed RKM method.

1 Introduction

We define the class of quasi-linear fractional partial differential equations (FPDEs) of fifth order as follows:

(1) D t 5 α z ( x , t ) = ƒ ( x , t , z ( x , t ) , z x ( x , t ) , z xx ( x , t ) , z xxx ( x , t ) , z xxxx ( x , t ) , z xxxxx ( x , t ) ) , a x b , 0 < t T ,

with the initial conditions (ICs):

(2) z ( x , 0 ) = ƒ 1 ( x ) , z x ( x , 0 ) = ƒ 2 ( x ) , z xx ( x , 0 ) = ƒ 3 ( x ) , z xxx ( x , 0 ) = ƒ 4 ( x ) , z xxxx ( x , 0 ) = ƒ 5 ( x ) ,

and the boundary conditions (BCs):

(3) z ( a , t ) = φ 1 ( t ) , z ( b , t ) = φ 2 ( t ) ,

where 0 < α 1 , f , ƒ i , and φ j ( t ) are given functions, i = 1 , , 5 , j = 1 , 2 .

The sense of fractional derivative in equation (1) can be Caputo fractional derivative or Riemann–Liouville fractional derivative.

Generally, mathematical modeling of real-life situations yields fractional differential equations (FDEs) using significant tools like special functions of mathematical physics and their expansions and generalizations in one or more variables. Many other models, such as those of fluid dynamics, quantum physics, electricity, ecological systems, and so on, rely on fractional-order PDEs to govern the vast majority of the underlying physical processes, as a consequence, it becomes essential to be familiar with all established and applications of new methods for solving PDEs of fractional order. A lot of these models and issues are unsolvable [1]. Thus, many researchers tried to study and create new numerical algorithms, for example, in 2017, Fu and Wang created finite difference technique by exploiting the scheme’s underlying mathematical structure [2]; in 2018, Ara et al. and Yavuz et al. used wavelet optimization and Laplace perturbation theory to solve FPDEs, respectively [3,4]. As well as, some authors in 2019 conducted numerical research by using finite difference and Galerkin finite element techniques on three different types of FPDEs [5]. Also, Modanli [6] introduced differentiation methods for the third-order FPDE and the difference schemes have been analyzed for their stability. Zhang in 2020 studied the numerical solution of the second problem and considered FPDE [7]. Moreover, Milici et al. studied the fractional-order dynamical systems using the Euler and fourth-order Runge–Kutta techniques [8]. As well as, Yuttanan et al. in 2021 suggested a numerical method for solving FPDEs [9]; furthermore, Burqan et al. in 2023 modified and developed the methods for solving FPDEs of different types [10,11,12]. Finally, Zada and Aziz in 2022 used Haar wavelet collocation technique to solve the partial differential equations with fractional order numerically [13]. In contrast, Kilbas et al. [14] and Ishteva [15] studied the theory and applications of FDEs. Finally, Mechee and Senu [16,17] solved fractional ordinary differential equations (FODEs) using least square and collocation methods, respectively, while Arshad et al. [18] investigated numerical solutions of first-order FODEs using the proposed Euler method and derived a two-stage fractional Runge–Kutta approach, whereas in 2015, Gurung et al. and Goyal et al. used numerical techniques to solve mathematical models [19,20]. This article is organized as follows: the first part contains the introductory information. In part 2, the proposed RKM method is given in specifics, while, in Section 3, the Runge Kutta Mechee (RKM) method is modified to be suitable for solving FPDEs. Finally, to prove the reliability and efficiency of the proposed method, we conduct numerical experiments.

2 Preliminaries and notations

In this section, we present the fundamental definitions and background concepts of the main issue of this study.

Definition 1

[21]

The Caputo fractional partial derivative operator with order α > 0 is defined as

(4) D t α ƒ ( x , t ) = α ƒ ( x , t ) t α = n ƒ ( x , t ) t n , α = n , n N , 1 Γ ( n α ) 0 t n ƒ ( x , t ) t n ( t τ ) α n + 1 d τ , 0 n 1 < α < n ,

where n is an integer, t > 0 .

Definition 2

[21]

For a function ƒ ( x , t ) , the partial Riemann–Liouville fractional derivative of order α > 0 with respect to t is defined as:

(5) D t α ƒ ( x , t ) = α ƒ ( x , t ) t α = 1 Γ ( n α ) n t n 0 t ƒ ( x , S ) ( t S ) n α 1 d S , n 1 < α < n N .

Corollary 1

[21]

Let m 1 < Ƥ < m , m N , Ƥ R , and ƒ ( t ) be such that D t Ƥ ƒ ( t ) exists, then the following properties for the Caputo operator hold:

  1. a. lim Ƥ m D t Ƥ ƒ ( t ) = ƒ ( m ) ( t ) .

  2. lim Ƥ m 1 D t Ƥ ƒ ( t ) = ƒ ( m 1 ) ( t ) ƒ ( m 1 ) ( 0 ) .

  3. D t Ƥ ( α ƒ ( t ) + β ( t ) ) = α D t Ƥ ƒ ( t ) + β D t Ƥ ( t ) .

  4. D t Ƥ D t q ƒ ( t ) D t Ƥ + q ƒ ( t ) D t q D t Ƥ ƒ ( t ) , p q .

  5. D t 0 ƒ ( t ) = ƒ ( t ) .

Definition 3

(The General Quasi-Linear FPDEs)

If all higher-order derivatives of dependent variables are linear, then the partial differential equation is said to be quasilinear. The following form describes the class of quasi-linear FPDEs:

(6) D t ( n times ) n α z ( x , t ) = ƒ ( x , t , z ( x , t ) , z x ( x , t ) , z xx ( x , t ) , , z x ( n times ) ( x , t ) ) , a x b , 0 < t T ,

with ICs:

(7) z x ( i times ) ( x , 0 ) = ƒ i ( x ) , i = 0 , 1 , 2 , , n 1 ,

and the BCs:

(8) z ( a , t ) = φ 1 ( t ) , z ( b , t ) = φ 2 ( t ) ,

where 0 < α 1 .

2.1 Finite difference method [22]

The finite differences are widely used in numerical analysis to approximate derivatives of different orders in order to solve differential equations. Euler (1707–1783) established it in one dimension in 1768, while C. Runge (1856–1927) likely developed it to two dimensions around 1908. Over the past 50 years, theoretical conclusions have been reached on the precision, convergence, and stability of the finite difference technique for PDEs. Also, FDM has been developed for solving fractional equations and the finite difference system as follows:

(9) n z ( x , t ) t n ( x , t ) = ( x i , t j ) = ƒ x , t , z ( x , t ) , z ( x , t ) x , 2 z ( x , t ) x 2 , , n z ( x , t ) x n ( x , t ) = ( x i , t j ) ,

i = 1 , 2 , , N 1 and j = 1 , 2 , , M , where N and M are the number of subintervals of domain x and t , respectively.

3 Proposed RKM methods for solving fifth-order quasi-linear FPDEs

For solving fifth-order quasi-linear FPDEs, the RKM method developed by combining method of lines (MOL) with numerical RKM method.

3.1 Direct numerical RKM method [23]

Consider the following fifth-order ODE:

(10) z ( 5 ) ( x ) = f ( x , z ) , x x 0 ,

with ICs

(11) z ( i ) ( x 0 ) = γ i , i = 0 , 1 , , 4 .

Let

w n z ( x n ) , n = 1 , 2 , .

The general form of the RKM method with s -stage for initial value problems (10) and (11) is as follows:

(12) w n + 1 = w n + h w n + h 2 2 ! w n + h 3 3 ! w n ( 3 ) + h 4 4 ! w n ( 4 ) + h 5 i = 1 s b i Ҡ i ,

(13) w n + 1 = w n + h w n + h 2 2 ! w n ( 3 ) + h 3 3 ! w n ( 4 ) + h 4 i = 1 s b i Ҡ i ,

(14) w n + 1 = w n + h w n ( 3 ) + h 2 2 ! w n ( 4 ) + h 3 i = 1 s b i Ҡ i ,

(15) w n + 1 ( 3 ) = w n ( 3 ) + h w n ( 4 ) + h 2 i = 1 s b i ( 3 ) Ҡ i ,

(16) w n + 1 ( 4 ) = w n ( 4 ) + h i = 1 s b i ( 4 ) Ҡ i ,

where

(17) Ҡ 1 = ƒ ( t n , w n ) ,

(18) Ҡ i = ƒ t n + C i h , w n + h C i w n + h 2 2 ! C i 2 w n + h 3 3 ! C i 3 w n ( 3 ) + h 4 4 ! C i 4 w n ( 4 ) + h 5 j = 1 i 1 a ij Ҡ j ,

for I = 2 , 3 , , s . The RKM method assumes the following real values for the parameters c i , b i , b i , b i ( 2 ) , b i ( 3 ) , b i ( 4 ) for i , j = 1 , 2 , , s . It is an explicit method if and only if a ij = 0 for i j , and an implicit method otherwise. Tables 1 and 2 describe the RKM method in Butcher notation.

Table 1

Butcher tableau for RKM technique

C A
b T
b T
b T
b ( 3 ) T
b ( 4 ) T

Note: A = ( a ij ) , C = ( c i ), b T = ( b i ) , b T = ( b i ) , b '' T = ( b i ) , b ( 3 ) T = ( b i ( 3 ) ) , b ( 4 ) T = ( b i ( 4 ) ) .

Table 2

RKM method (three-stage, fifth-order)

0 0
3 5 6 10 1 2 0
3 5 + 6 10 1 2 1 2 0
1 0 119 120
1 40 6 360 1 60 + 6 360 0
1 18 1 18 6 48 1 18 + 6 48
1 9 7 36 6 48 7 36 6 48
1 9 7 36 6 48 7 36 6 48

3.2 Algorithm of the proposed method

In this subsection, we introduce a computational strategy for solving fif th -order quasi linear FPDEs (1)–(3) using a hybrid of the MOL and the RKM method.

Specifically, we presume that the x-axis interval [a,b] and the t-axis interval [0,T] correspond to the numerical solution, with h = (ba)/N and k = T/M, where N and M are the number of points in the x-direction in [a, b] and t-direction in [0, T], respectively. Combining the MOL and the RKM method, we can solve problem (1) with given initial and BCs (2) and (3) by the following algorithm.

Algorithm:

  1. While 1 i N , carry out steps 2–6.

  2. The FPDE (1) can be transformed into the following equation by fixing the value of x = x i at the point ( x , t ) , where x i = a + i h .

    (19) z i ( 5 ) ( t ) = ƒ x , t , z ( x , t ) , z ( x , t ) x , 2 z ( x , t ) x 2 , 3 z ( x , t ) x 3 , 4 z ( x , t ) x 4 , 5 z ( x , t ) x 5 x = x i ,

    where

    (20) z i ( 5 ) ( t ) = D x 5 α z ( x , t ) | x = x i , i = 1 , 2 , , N .

  3. The derivatives on the right-hand side of ODE (19), when substituted with finite difference formulas of orders 1, …,5, yield a system of FODEs at the fifth order.

    (21) z i ( 5 ) ( t ) = ƒ ( x i , t , z i 3 ( t ) , z i 2 ( t ) , z i 1 ( t ) , z i ( t ) , z i + 1 ( t ) , z i + 2 ( t ) , z i + 3 ( t ) ) ,

    for i = 1 , 2 , , N .

    (22) z ( x , t ) x ( x , t ) = ( x i , t j ) z i + 1 , j z i 1 , j 2 h ,

    (23) 2 z ( x , t ) x 2 ( x , t ) = ( x i , t j ) z i + 1 , j 2 z i , j + z i 1 , j h 2 ,

    (24) 3 z ( x , t ) x 3 ( x , t ) = ( x i , t j ) z i + 2 , j 2 z i + 1 , j + 2 z i 1 , j + z i 2 , j 2 h 3 ,

    (25) 4 z ( x , t ) x 4 ( x , t ) = ( x i , t j ) z i + 2 , j 4 z i + 1 , j + 6 z i , j 4 z i 1 , j + z i 2 , j h 4 ,

    (26) 5 z ( x , t ) x 5 ( x , t ) = ( x i , t j ) z i + 3 , j + 2 z i + 2 , j 5 z i + 1 , j + 5 z i 1 , j 2 z i 2 , j + z i 3 , j 2 h 4 .

  4. Starting conditions (with j = 1)

    (27) z i ( 0 ) = ƒ 1 ( x i ) , z i ( 0 ) = ƒ 2 ( x i ) , z i ( 0 ) = ƒ 3 ( x i ) , z i ( 3 ) ( 0 ) = ƒ 4 ( x i ) , z i ( 4 ) ( 0 ) = ƒ 5 ( x i ) .

    If 2 j m, so the ICs are

    (28) z i ( t j 1 ) = z ( x , t j 1 ) , z i ( t j 1 ) = d z ( x , t j 1 ) d x x = x i , z i ( t j 1 ) = d 2 z ( x , t j 1 ) d x 2 x = x i , z i ( 3 ) ( t j 1 ) = d 3 z ( x , t j 1 ) d x 3 x = x i ,

    z i ( 4 ) ( t j 1 ) = d 4 z ( x , t j 1 ) d x 4 x = x i .

  5. Put (BCs):

    (29) z 0 , j = z ( a , t j ) = 1 ( t j ) , z n , j = z ( b , t j ) = 2 ( t j ) .

  6. By using the RKM method, solve the system of fifth-order FODEs in equation (21), given (ICs) (27) or (28) and (BCs) (29), at t = t j .

4 Implementations (numerical examples)

To test our method, we used fifth-order FPDE in the following examples:

Problem 1.

Consider the following fifth-order quasi linear FPDEs:

D t 5 α z ( x , t ) = z ( x , t ) + z xx ( x , t ) + z xxxxx ( x , t ) , a x b , t > 0 ,

with ICs:

z ( x , 0 ) = e x , z x ( x , 0 ) = e x , z xx ( x , 0 ) = e x , z xxx ( x , 0 ) = e x , z xxxx ( x , 0 ) = e x ,

and BCs:

z ( a , t ) = e a e t , z ( b , t ) = e b e t .

The exact solution is z ( x , t ) = e x e t , for a = 0 , b = 1 , and α = 1 .

Problem 2.

Consider the following fifth-order quasi linear FPDEs:

D t 5 α z ( x , t ) = ( 5 ) 5 α 1 ( z ( x , t ) z xx ( x , t ) ) , a x b , t > 0 ,

with ICs:

z ( x , 0 ) = cos ( 2 x ) , z x ( x , 0 ) = 2 sin ( 2 x ) , z xx ( x , 0 ) = 4 cos ( 2 x ) , z xxx ( x , 0 ) = 8 sin ( 2 x ) , z xxxx ( x , 0 ) = 16 cos ( 2 x ) ,

and BCs:

z ( a , t ) = e 5 t cos ( 2 a ) , z ( b , t ) = e 5 t cos ( 2 b ) .

The exact solution is z ( x , t ) = e 5 t cos ( 2 x ) , for a = 0 , b = π , and α = 1 .

Problem 3.

Consider the following fifth-order quasi linear FPDEs:

D t 5 α z ( x , t ) = ( 1 ) 5 α z ( x , t ) + z xxx ( x , t ) x 2 z xxxx ( x , t ) , a x b , t > 0 ,

with ICs:

z ( x , 0 ) = x 5 , z x ( x , 0 ) = 5 x 4 , z xx ( x , 0 ) = 20 x 3 , z xxx ( x , 0 ) = 60 x 2 , z xxxx ( x , 0 ) = 120 x ,

and BCs:

z ( a , t ) = a 5 e t , z ( b , t ) = b 5 e t .

The exact solution is z ( x , t ) = x 5 e t , for a = 0 , b = 1 , and α = 1 .

A comparison between the numerical solutions w ( x ) evaluated by generalized RKM method versus the exact solutions z ( x , t ) for the above problems and for ten lines of t and α = 0.96 is shown in Figure 1.

Figure 1 
               A comparison between the numerical solutions evaluated by generalized RKM method versus the analytical solutions for (a) Problem 1, (b) Problem 2, and (c) Problem 3 for ten lines of t in the domain with 
                     
                        
                        
                           α
                           =
                           0
                           .
                           96
                        
                        {\boldsymbol{\alpha }}{\boldsymbol{=}}{\bf{0}}{\boldsymbol{.}}{\bf{96}}
                     
                  .
Figure 1

A comparison between the numerical solutions evaluated by generalized RKM method versus the analytical solutions for (a) Problem 1, (b) Problem 2, and (c) Problem 3 for ten lines of t in the domain with α = 0 . 96 .

5 Discussion and conclusion

In this work, we have focused on developing numerical techniques for solving fifth-order FPDEs by generalized RKM methods. This study has accomplished its purpose by demonstrating the generalizability of several efficient numerical approaches for solving FPDEs by the RKM type. In view of the comparison of the numerical solutions of the proposed method with the exact solutions of various studied cases demonstrated the efficiency and accuracy of the modified technique as in Figure 1. Furthermore, the numerical examples in the implementations of this article proved that the proposed method is a powerful numerical method for solving the class of fifth-order FPDEs.

Acknowledgments

The authors would like to thank the anonymous referees for very helpful comments that have led to an improvement of the article.

  1. Funding information: The authors state no funding involved.

  2. Author contributions: All authors have accepted responsibility for the entire content of this manuscript and approved its submission.

  3. Conflict of interest: Authors state no conflict of interest.

  4. Data availability statement: The most datasets generated and/or analysed in this study are comprised in this submitted manuscript. The other datasets are available on reasonable request from the corresponding author with the attached information.

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Received: 2023-06-10
Revised: 2023-07-21
Accepted: 2023-07-30
Published Online: 2024-02-24

© 2024 the author(s), published by De Gruyter

This work is licensed under the Creative Commons Attribution 4.0 International License.

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  68. Developing ANFIS-FMEA model for assessment and prioritization of potential trouble factors in Iraqi building projects
  69. Numerical and experimental comparison study of piled raft foundation
  70. Effect of asphalt modified with waste engine oil on the durability properties of hot asphalt mixtures with reclaimed asphalt pavement
  71. Hydraulic model for flood inundation in Diyala River Basin using HEC-RAS, PMP, and neural network
  72. Numerical study on discharge capacity of piano key side weir with various ratios of the crest length to the width
  73. The optimal allocation of thyristor-controlled series compensators for enhancement HVAC transmission lines Iraqi super grid by using seeker optimization algorithm
  74. Numerical and experimental study of the impact on aerodynamic characteristics of the NACA0012 airfoil
  75. Effect of nano-TiO2 on physical and rheological properties of asphalt cement
  76. Performance evolution of novel palm leaf powder used for enhancing hot mix asphalt
  77. Performance analysis, evaluation, and improvement of selected unsignalized intersection using SIDRA software – Case study
  78. Flexural behavior of RC beams externally reinforced with CFRP composites using various strategies
  79. Influence of fiber types on the properties of the artificial cold-bonded lightweight aggregates
  80. Experimental investigation of RC beams strengthened with externally bonded BFRP composites
  81. Generalized RKM methods for solving fifth-order quasi-linear fractional partial differential equation
  82. An experimental and numerical study investigating sediment transport position in the bed of sewer pipes in Karbala
  83. Role of individual component failure in the performance of a 1-out-of-3 cold standby system: A Markov model approach
  84. Implementation for the cases (5, 4) and (5, 4)/(2, 0)
  85. Center group actions and related concepts
  86. Experimental investigation of the effect of horizontal construction joints on the behavior of deep beams
  87. Deletion of a vertex in even sum domination
  88. Deep learning techniques in concrete powder mix designing
  89. Effect of loading type in concrete deep beam with strut reinforcement
  90. Studying the effect of using CFRP warping on strength of husk rice concrete columns
  91. Parametric analysis of the influence of climatic factors on the formation of traditional buildings in the city of Al Najaf
  92. Suitability location for landfill using a fuzzy-GIS model: A case study in Hillah, Iraq
  93. Hybrid approach for cost estimation of sustainable building projects using artificial neural networks
  94. Assessment of indirect tensile stress and tensile–strength ratio and creep compliance in HMA mixes with micro-silica and PMB
  95. Density functional theory to study stopping power of proton in water, lung, bladder, and intestine
  96. A review of single flow, flow boiling, and coating microchannel studies
  97. Effect of GFRP bar length on the flexural behavior of hybrid concrete beams strengthened with NSM bars
  98. Exploring the impact of parameters on flow boiling heat transfer in microchannels and coated microtubes: A comprehensive review
  99. Crumb rubber modification for enhanced rutting resistance in asphalt mixtures
  100. Special Issue: AESMT-6
  101. Design of a new sorting colors system based on PLC, TIA portal, and factory I/O programs
  102. Forecasting empirical formula for suspended sediment load prediction at upstream of Al-Kufa barrage, Kufa City, Iraq
  103. Optimization and characterization of sustainable geopolymer mortars based on palygorskite clay, water glass, and sodium hydroxide
  104. Sediment transport modelling upstream of Al Kufa Barrage
  105. Study of energy loss, range, and stopping time for proton in germanium and copper materials
  106. Effect of internal and external recycle ratios on the nutrient removal efficiency of anaerobic/anoxic/oxic (VIP) wastewater treatment plant
  107. Enhancing structural behaviour of polypropylene fibre concrete columns longitudinally reinforced with fibreglass bars
  108. Sustainable road paving: Enhancing concrete paver blocks with zeolite-enhanced cement
  109. Evaluation of the operational performance of Karbala waste water treatment plant under variable flow using GPS-X model
  110. Design and simulation of photonic crystal fiber for highly sensitive chemical sensing applications
  111. Optimization and design of a new column sequencing for crude oil distillation at Basrah refinery
  112. Inductive 3D numerical modelling of the tibia bone using MRI to examine von Mises stress and overall deformation
  113. An image encryption method based on modified elliptic curve Diffie-Hellman key exchange protocol and Hill Cipher
  114. Experimental investigation of generating superheated steam using a parabolic dish with a cylindrical cavity receiver: A case study
  115. Effect of surface roughness on the interface behavior of clayey soils
  116. Investigated of the optical properties for SiO2 by using Lorentz model
  117. Measurements of induced vibrations due to steel pipe pile driving in Al-Fao soil: Effect of partial end closure
  118. Experimental and numerical studies of ballistic resistance of hybrid sandwich composite body armor
  119. Evaluation of clay layer presence on shallow foundation settlement in dry sand under an earthquake
  120. Optimal design of mechanical performances of asphalt mixtures comprising nano-clay additives
  121. Advancing seismic performance: Isolators, TMDs, and multi-level strategies in reinforced concrete buildings
  122. Predicted evaporation in Basrah using artificial neural networks
  123. Energy management system for a small town to enhance quality of life
  124. Numerical study on entropy minimization in pipes with helical airfoil and CuO nanoparticle integration
  125. Equations and methodologies of inlet drainage system discharge coefficients: A review
  126. Thermal buckling analysis for hybrid and composite laminated plate by using new displacement function
  127. Investigation into the mechanical and thermal properties of lightweight mortar using commercial beads or recycled expanded polystyrene
  128. Experimental and theoretical analysis of single-jet column and concrete column using double-jet grouting technique applied at Al-Rashdia site
  129. The impact of incorporating waste materials on the mechanical and physical characteristics of tile adhesive materials
  130. Seismic resilience: Innovations in structural engineering for earthquake-prone areas
  131. Automatic human identification using fingerprint images based on Gabor filter and SIFT features fusion
  132. Performance of GRKM-method for solving classes of ordinary and partial differential equations of sixth-orders
  133. Visible light-boosted photodegradation activity of Ag–AgVO3/Zn0.5Mn0.5Fe2O4 supported heterojunctions for effective degradation of organic contaminates
  134. Production of sustainable concrete with treated cement kiln dust and iron slag waste aggregate
  135. Key effects on the structural behavior of fiber-reinforced lightweight concrete-ribbed slabs: A review
  136. A comparative analysis of the energy dissipation efficiency of various piano key weir types
  137. Special Issue: Transport 2022 - Part II
  138. Variability in road surface temperature in urban road network – A case study making use of mobile measurements
  139. Special Issue: BCEE5-2023
  140. Evaluation of reclaimed asphalt mixtures rejuvenated with waste engine oil to resist rutting deformation
  141. Assessment of potential resistance to moisture damage and fatigue cracks of asphalt mixture modified with ground granulated blast furnace slag
  142. Investigating seismic response in adjacent structures: A study on the impact of buildings’ orientation and distance considering soil–structure interaction
  143. Improvement of porosity of mortar using polyethylene glycol pre-polymer-impregnated mortar
  144. Three-dimensional analysis of steel beam-column bolted connections
  145. Assessment of agricultural drought in Iraq employing Landsat and MODIS imagery
  146. Performance evaluation of grouted porous asphalt concrete
  147. Optimization of local modified metakaolin-based geopolymer concrete by Taguchi method
  148. Effect of waste tire products on some characteristics of roller-compacted concrete
  149. Studying the lateral displacement of retaining wall supporting sandy soil under dynamic loads
  150. Seismic performance evaluation of concrete buttress dram (Dynamic linear analysis)
  151. Behavior of soil reinforced with micropiles
  152. Possibility of production high strength lightweight concrete containing organic waste aggregate and recycled steel fibers
  153. An investigation of self-sensing and mechanical properties of smart engineered cementitious composites reinforced with functional materials
  154. Forecasting changes in precipitation and temperatures of a regional watershed in Northern Iraq using LARS-WG model
  155. Experimental investigation of dynamic soil properties for modeling energy-absorbing layers
  156. Numerical investigation of the effect of longitudinal steel reinforcement ratio on the ductility of concrete beams
  157. An experimental study on the tensile properties of reinforced asphalt pavement
  158. Self-sensing behavior of hot asphalt mixture with steel fiber-based additive
  159. Behavior of ultra-high-performance concrete deep beams reinforced by basalt fibers
  160. Optimizing asphalt binder performance with various PET types
  161. Investigation of the hydraulic characteristics and homogeneity of the microstructure of the air voids in the sustainable rigid pavement
  162. Enhanced biogas production from municipal solid waste via digestion with cow manure: A case study
  163. Special Issue: AESMT-7 - Part I
  164. Preparation and investigation of cobalt nanoparticles by laser ablation: Structure, linear, and nonlinear optical properties
  165. Seismic analysis of RC building with plan irregularity in Baghdad/Iraq to obtain the optimal behavior
  166. The effect of urban environment on large-scale path loss model’s main parameters for mmWave 5G mobile network in Iraq
  167. Formatting a questionnaire for the quality control of river bank roads
  168. Vibration suppression of smart composite beam using model predictive controller
  169. Machine learning-based compressive strength estimation in nanomaterial-modified lightweight concrete
  170. In-depth analysis of critical factors affecting Iraqi construction projects performance
  171. Behavior of container berth structure under the influence of environmental and operational loads
  172. Energy absorption and impact response of ballistic resistance laminate
  173. Effect of water-absorbent polymer balls in internal curing on punching shear behavior of bubble slabs
  174. Effect of surface roughness on interface shear strength parameters of sandy soils
  175. Evaluating the interaction for embedded H-steel section in normal concrete under monotonic and repeated loads
  176. Estimation of the settlement of pile head using ANN and multivariate linear regression based on the results of load transfer method
  177. Enhancing communication: Deep learning for Arabic sign language translation
  178. A review of recent studies of both heat pipe and evaporative cooling in passive heat recovery
  179. Effect of nano-silica on the mechanical properties of LWC
  180. An experimental study of some mechanical properties and absorption for polymer-modified cement mortar modified with superplasticizer
  181. Digital beamforming enhancement with LSTM-based deep learning for millimeter wave transmission
  182. Developing an efficient planning process for heritage buildings maintenance in Iraq
  183. Design and optimization of two-stage controller for three-phase multi-converter/multi-machine electric vehicle
  184. Evaluation of microstructure and mechanical properties of Al1050/Al2O3/Gr composite processed by forming operation ECAP
  185. Calculations of mass stopping power and range of protons in organic compounds (CH3OH, CH2O, and CO2) at energy range of 0.01–1,000 MeV
  186. Investigation of in vitro behavior of composite coating hydroxyapatite-nano silver on 316L stainless steel substrate by electrophoretic technic for biomedical tools
  187. A review: Enhancing tribological properties of journal bearings composite materials
  188. Improvements in the randomness and security of digital currency using the photon sponge hash function through Maiorana–McFarland S-box replacement
  189. Design a new scheme for image security using a deep learning technique of hierarchical parameters
  190. Special Issue: ICES 2023
  191. Comparative geotechnical analysis for ultimate bearing capacity of precast concrete piles using cone resistance measurements
  192. Visualizing sustainable rainwater harvesting: A case study of Karbala Province
  193. Geogrid reinforcement for improving bearing capacity and stability of square foundations
  194. Evaluation of the effluent concentrations of Karbala wastewater treatment plant using reliability analysis
  195. Adsorbent made with inexpensive, local resources
  196. Effect of drain pipes on seepage and slope stability through a zoned earth dam
  197. Sediment accumulation in an 8 inch sewer pipe for a sample of various particles obtained from the streets of Karbala city, Iraq
  198. Special Issue: IETAS 2024 - Part I
  199. Analyzing the impact of transfer learning on explanation accuracy in deep learning-based ECG recognition systems
  200. Effect of scale factor on the dynamic response of frame foundations
  201. Improving multi-object detection and tracking with deep learning, DeepSORT, and frame cancellation techniques
  202. The impact of using prestressed CFRP bars on the development of flexural strength
  203. Assessment of surface hardness and impact strength of denture base resins reinforced with silver–titanium dioxide and silver–zirconium dioxide nanoparticles: In vitro study
  204. A data augmentation approach to enhance breast cancer detection using generative adversarial and artificial neural networks
  205. Modification of the 5D Lorenz chaotic map with fuzzy numbers for video encryption in cloud computing
  206. Special Issue: 51st KKBN - Part I
  207. Evaluation of static bending caused damage of glass-fiber composite structure using terahertz inspection
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