Abstract
Cupronickel alloys have found widespread use in various applications such as heat exchangers, refrigeration systems, equipment, pumps, and pipes. However, the inherent structure of cupronickel alone may not be able to withstand certain aggressive environments effectively. To address this issue, the mechanical properties and corrosion resistance of cupronickel alloys can be enhanced by carefully selecting the appropriate alloying compositions. The addition of nano chromium (20 nm) has been proposed as a means of designing cupronickel alloys with improved performance. In the present study, corrosion and erosion–corrosion behaviors of cupronickel 70/30 alloys produced by the casting method without and with three different additions of nano Cr (1, 1.2, and 1.5 wt%) were investigated. The prepared specimens were subjected to electrochemical tests in 3.5 wt% sodium chloride solutions to evaluate their corrosion behavior. Additionally, an erosion–corrosion test was conducted at an impact angle of 90°, using a slurry solution containing 1 wt% SiO2 sand in 3.5 wt% NaCl solution as the erodent. The specimens were comprehensively characterized using scanning electron microscopy, energy-dispersive X-ray spectroscopy, and X-ray diffraction techniques. The surfaces of the alloy specimens exhibited superficial attacks, but no pits were observed. Moreover, the surfaces developed a greenish coloration. The electrochemical tests conducted using saline solution revealed that the corrosivity of the cupronickel alloy with nano chromium addition varied from moderate to low, depending on the selected concentration. Despite undergoing corrosion in the saline environment, the modified cupronickel alloys demonstrated good resistance to this corrosive process. Therefore, they can be considered suitable for use in highly aggressive environments, such as in seawater capture systems. The erosion–corrosion test results indicated that the addition of nano chromium significantly enhanced the resistance of the specimens to erosion–corrosion. At 1.5 wt% Cr, the erosion–corrosion rate was reduced by 99.27%.
1 Introduction
For over 60 years, copper and copper–nickel alloys (known as cupronickels) have been utilized in seawater applications, such as heat exchangers, condensers, pipes, and pumps, thanks to their excellent corrosion resistance. Previous reports [1,2,3,4] have established that incorporating nickel into copper to form cupronickel alloys produces materials that are highly resistant to corrosion. As a result, cupronickel alloys have found use in constructing equipment for various chemical industry applications. The primary reason for the resistance of corrosion of cupronickel alloys is the creation of a protective oxide film developed on the surface. This film, composed of Cu2O and CuO, acts as a barrier that prevents the corrosive medium from reaching the metal matrix, thus halting further corrosion. When nickel is added to the Cu2O film, the corrosion rate of the alloy can be reduced even further [5,6,7,8].
In flowing conditions, well-formed corrosion product films can effectively resist fluid erosion–corrosion and shield the substrate metal. However, copper–nickel alloy tubes still experience premature failures worldwide, which is mainly due to the corrosion product films’ breakdown in moving fluid. This illustrates the need to develop a more thorough comprehension of the creation and progression of copper–nickel alloy corrosion product films in a flowing environment. Micro-alloying is an effective means of improving the corrosion resistance of cupronickel alloys [9,10,11,12]. Chromium, a transition metal element, has similar electron configuration and atomic radius to Fe, Mn, and Ni [13], and is frequently employed as an alloying element to enhance the resistance of corrosion of alloys [14]. Studies on the role of Cr in iron- and aluminum-based alloys have been conducted [15,16]. Taher et al. [13] and Zhang et al. [17] examined the electrochemical properties of cupronickel alloys with various elements of alloying and discovered that Cr could decrease the corrosion rate and corrosion current density of the alloy. However, these investigations were unsuccessful in revealing the Cr evolution in the corrosion product film or provide a detailed explanation of the mechanism by which Cr enhances the corrosion resistance of cupronickel alloys. As a result, it is essential to examine the effect of nano-alloying Cr elements in enhancing the resistance of corrosion of cupronickel alloys.
This study aims to investigate the effect of chromium as an element for alloying in enhancing the corrosion resistance of specific nickel-base casted alloys. Chromium has been recognized as a critical component in various alloys, and this study seeks to examine its role in improving the alloys’ corrosion resistance under different environmental conditions. To accurately measure the effect of Cr on corrosion resistance, a 3.5% NaCl solution was used to assess the corrosion resistance of Cr-free alloys and compare them to those with varying amounts of Cr content. In addition to corrosion resistance evaluation, microstructural analysis was conducted to provide further insights into the role of Cr.
2 Experimental work
2.1 Alloy preparation
To produce cupronickel alloys, an electrolytic grade ingot copper with a minimum purity of 99.995% was used. Nickel, with a purity of 99.85%, was obtained from anode plates, and 99.9% pure nano (20 nm) Cr was used as raw materials.
Melting was performed in an electric furnace with a 2 kg capacity clay–graphite crucible coated with zircon, using graphite for stirring or plunging alloying elements. All melts were conducted in an oxidizing atmosphere using a flux, and a coagulant was added to thicken the flux residues for skimming and to prevent slag entrainment in the metal stream.
The cupronickel alloys were melted by first charging the crucible with the necessary metals, then heating them within a temperature range of 1,280–1,350°C for cupronickel 70/30 alloy and Cr (1, 1.2, and 1.5 wt%)-modified cupronickel 70/30 alloy. Deoxidization was achieved by plunging deoxidizing manganese tubes into the melt. Once the slag coagulant cover was skimmed, the crucible was moved to the pouring area. The melting and casting process took between 100 and 120 min, depending on the charge or melt condition, and after pouring, the castings were left to cool in the molds for at least an hour before being shaken out. In order to prevent severe micro-segregation, or coring, during the solidification of the cupronickel alloys, the researchers employed a heat treatment process called homogenization.
This involved subjecting some test bars to a programmed heat furnace for a typical soaking time of 5 h [18]. The homogenization temperature was typically set slightly above the upper annealing range, usually within 50°C of the solidus temperature, and was determined to be approximately 1,050°C for all cupronickel alloys. By homogenizing the alloys in this way, the researchers were able to eliminate micro-segregation and achieve a more uniform structure. To achieve homogenization of cupronickel alloys, similar precautions as those used during annealing were employed.
This includes controlling the furnace atmosphere to manage surface and internal oxidation. However, it is important to note that heating the castings too quickly may cause segregated phases to liquefy, posing a significant risk. Therefore, castings should be carefully supported and heated gradually through the final 100°C. All prepared specimens plus additives in weight percentage are given in Table 1.
Chemical composition of alloys investigated in this work
| Synthesized composition | Specimen code | Analyzed composition (wt%) | ||
|---|---|---|---|---|
| Cu% | Ni% | Cr% | ||
| Cupronickel 70/30 alloy | A | Bal. | 30 | — |
| Cupronickel 70/30–1% Cr | B1 | Bal. | 30 | 1 |
| Cupronickel 70/30–1.2% Cr | B1 | Bal. | 30 | 1.2 |
| Cupronickel 70/30–1.5% Cr | B1 | Bal. | 30 | 1.5 |
2.2 Electrochemical polarization measurements
2.2.1 Test specimens
A piece of 14 mm diameter specimen was cut from the cast alloys after heat treatments. The surface to be tested is ground with SiC papers of grades 180, 320, 500, 600, 800 and 1,000, respectively. This process was followed by two stages of polishing. The first stage used diamond paste having particles of 3 µm diameter, while the second stage used 1 µm diameter of diamond paste in order to obtain a good polished surface. The specimens were subjected to ultrasonic cleaning for 3 min after the above process to eliminate any residues that may have accumulated [19,20]. Afterward, the specimens were placed in a conventional polarization cell of 200 mL. The cell contained a platinum counter electrode, a working electrode, and a saturated calomel reference electrode, as shown in Figure 1.

Corrosion test, conventional electrode cell (3.5 wt% NaCl).
Using an Autolab potentiostat, the curves of polarization were created by sweeping the voltage at a rate of 60 mV/min over the range of −250 to +250 mV relative to the open-circuit voltage. The measurements were conducted at a temperature of 25°C without agitation, in a saline solution with 3.5 wt% NaCl.
The solution was prepared by adding appropriate quantities of NaCl to deionized water. The pH was maintained at 6.5 ± 0.5, and the test temperature was 27 ± 3°C. To ensure reproducibility, all measurements were repeated at least three times. The corrosion rate can be calculated using the following equation [21]:
where I corr is the current density of corrosion.
2.2.2 Micro-hardness test
The Vickers micro-hardness test was performed on all specimens using a load of 500 g and a holding time of 20 s [22]. A light optical microscope with a magnification of ×200 was attached to the Vickers instrument to aid in the examination. Four readings were taken for each specimen to account for the possibility of surface pores affecting the hardness measurements. The measurements were taken automatically and recorded straight from the digital screen of the instrument.
2.2.3 Erosion–corrosion test
Erosion is a type of mechanical wear that results in material losses from solid surfaces due to the impact of solids, liquids, or gases. In this study, a device for testing erosion–corrosion was created according to ASTM (G 73) standards and is illustrated in Figure 2. The device includes a cylindrical plastic tank that is 50 cm tall and 30 cm in diameter. The specimen is positioned vertically in front of a jet nozzle (d = 0.75 mm), which is used to deliver various media at high pressures. A 1 HP Teflon chemical pump (single-phase electrical motor) is used to draw the media from the tank and maintain a distance of 10 mm between the specimen and the nozzle. The chemical pump and PVC plastic valves and pipe joints are designed to withstand the corrosive effects of the chemical solution and slurry [23].

Erosion–corrosion device according to (G 73) ASTM.
2.2.4 X-Ray diffraction (XRD)
To examine the phases present in the as-cast cupronickel alloys, before and after exposure to a corrosive environment, a copper target was used, with Cu Kα radiation of wavelength 1.541838 Å, which was passed through a nickel filter. A start angle 2θ with 10° was used as this represented a position below the first peak. The test was stopped at 2θ of 90°.
3 Results and discussion
3.1 Microstructural characterization
The microstructure of ingots is affected highly by casting conditions. Figure 3a shows a longitudinal section from 13 mm in diameter of the 70/30 cupronickel billet. Some dendrites appear to be equiaxed. Figure 3b shows a longitudinal section from 13 mm in diameter for the Cr-modified 70–30 cupronickel billet. The constituent chromium characterizes the dendrites in the homogenous cored structure with the solute elements filling up the interstices between the arms. Note that the dendrite arm spacing is the finest because the chromium addition leads to refining the structure. The Cr modified cupronickel has lower thermal conductivity than other cupronickel alloys. Energy-dispersive X-ray spectroscopy (EDS) analysis was used to examine the chemical composition of the formed phases/precipitates in cupronickel 70/30 alloy without and with 1.0, 1.2, and 1.5 wt% Cr alloys.

Scanning electron microscopy (SEM) of (a) cupronickel 70/30 alloy as cast and (b) cupronickel 70/30–1.5 wt% Cr alloy as cast.
The results are depicted in Figure 4a and b and Table 2. Chromium appears as an additive to the cupronickel 70/30 alloy. The XRD results in Figure 5 reveal the phases present in the casted cupronickel 70/30 alloy. It can be observed that the structure of the casted alloy is almost identical, with only the peaks of the α matrix obtained for all prepared alloys.

EDS analysis of (a) cupronickel 70/30 alloy as cast and (b) cupronickel 70/30–1.5 wt% Cr alloy as cast.
EDS analysis of cupronickel 70/30 alloy as cast and cupronickel 70/30–1.5 wt% Cr alloy as cast
| Synthesized composition | El | Norm (wt%) |
|---|---|---|
| Cupronickel 70/30 alloy | Cu | 68.07 |
| Ni | 31.93 | |
| Total | 100 | |
| Cupronickel 70/30–1.5% Cr | Cu | 66.91 |
| Ni | 31.76 | |
| Cr | 1.33 | |
| Total | 100 |

XRD analysis of (a) cupronickel 70/30 alloy as cast and (b) cupronickel 70/30–1.5 wt% Cr alloy as cast.
However, the XRD examination does not provide information about the elements present in the alloy because it only scans the inter-metallics that occur within the structure, and not the elements forming the matrix. Figure 5a shows the diffraction pattern of the deflected X-rays of the cupronickel 70/30 alloy without the addition of chromium, while Figure 5b shows the diffraction pattern of the diffracted X-rays after the addition of 1.5% Cr. The comparison between the two figures makes it evident that chromium is not present in significant amounts, as its percentage falls below the diffraction limits of the XRD technique. Nonetheless, the impact of chromium on corrosion resistance is clearly noticeable.
3.2 Polarization curve measurements
The fresh surface of the four unetched specimens is depicted in Figure 5, which displays the anodic polarization curves. The corrosion potential (E corr) of cupronickel 70/30–1.5% Cr alloy (about −165.84 mV) while cupronickel 70/30 alloy (about −183.67 mV), and the I corr of Cupronickel 70/30–1.5% Cr alloy (9.86 µA/cm2) is lower than that of cupronickel 70/30 alloy (20.82 µA/cm2). The findings demonstrate that the cupronickel 70/30–1.5% Cr alloy is more susceptible to passivation compared to the cupronickel 70/30 alloy, indicating better corrosion resistance.
The reason behind this can be attributed to the fact that Cr exhibits a preferential passivation over Cu and has a lower passivation current density, as reported by previous studies [24,25]. Additionally, the shift in the corrosion potentials to less negative values with increasing chromium content is consistent with the previous findings by Ekerenam et al. [24]. In addition, the study findings suggest that the alloys corroded by Cl− are prone to higher corrosion rates, possibly because of the greater number of active sites available for oxygen or adsorption of chlorine, which can be linked to the increased alloy surface roughness (Figure 6).

The polarization curves of cupronickel 70/30 without and with 1, 1.2, and 1.5 wt% Cr alloys after being introduced into a solution of 3.5 wt% NaCl.
The electrochemical characteristic parameters, such as the corrosion potential (E corr) and I corr (µA/cm2), are summarized in Table 3. The alloys’ corrosion current density gradually decreases with increasing chromium content, which is thought to be due to the creation of a protective passive film [26]. These results suggest that the corrosion resistance of cupronickel 70/30–1.5% Cr is significantly better than that of the other alloys.
Characteristic parameters obtained from the polarization curves of four alloys after being exposed to 3.5 wt% NaCl solution
| Specimen code | Current density (µA/cm2) | E corr (mV) | Corrosion rate (mm/year) |
|---|---|---|---|
| A | 20.82 | −183.67 | 0.475 |
| B1 | 17.59 | −181.65 | 0.401 |
| B2 | 12.17 | −175.73 | 0.278 |
| B3 | 9.86 | −165.84 | 0.225 |
3.3 Microhardness result
According to the procedure mentioned in the study of Jabr and Dawood [27], the hardness of the cupronickel 70/30 alloy is 108 g/µm2, which increases to 117, 120, and 128 g/µm2 with the addition of 0.5, 1.2, and 1.5 wt% Cr, respectively. The most effective addition of Cr was found to be 1.5 wt%, which is attributed to the refinement of grains resulting from the inhibiting effects of the Cr element on grain growth within the solid solution.
3.4 Erosion–corrosion results
The results of the erosion–corrosion tests for cupronickel 70/30 alloy are shown in Figure 7. The tests were performed for 30 h with and without 0.5, 1, and 1.5 wt% in slurry solution (3.5 wt% NaCl with 1% SiO2) at an impact angle of 90°. The data were collected every quarter of an hour during the first hour, every half hour during the second hour, and every hour after that. The specimen was cleaned with water and alcohol, dried under hot air, and the weight change was measured. Figure 7 shows that the curves fluctuate due to repeated formations and fractures of the protective surface layer. The erosion–corrosion rate decreases when this layer forms on the alloy’s surface but increases when it breaks down, depending on the impact force and adhesion value on the alloy’s surface [28]. During the initial immersion in the corrosive solution, the rate of erosion–corrosion (Figure 7) was higher due to the ease of removing the created corrosion and exposing a new metal surface to the corrosive media. Additionally, the area covered by the deformed zones that were produced by the impact of the erodent is directly proportional to the exposure time at a constant slurry speed [29]. By analyzing Figure 7, it can be observed that the addition of Cr elements to the base alloy results in a lower erosion–corrosion rate. This can be attributed to the increased alloy hardness with the addition of Cr, which was previously demonstrated, and this increase enhances their ability to resist erosion. Moreover, the cohesion of the protective oxide layer is improved by the addition of chromium. Table 4 displays the erosion–corrosion rate degradation and enhancement rates for the utilized alloys.

Erosion–corrosion rate for cupronickel 70/30 alloy–x% Cr.
Erosion–corrosion rate and enhancement for the prepared alloy
| Specimen code | Erosion–corrosion rate (g/cm2 h) | Improvement (%) |
|---|---|---|
| A | 0.137 | — |
| B1 | 0.027 | 80.29 |
| B2 | 0.005 | 96.35 |
| B3 | 0.001 | 99.27 |
It can be observed from Figure 8a and b that the base alloy is more prone to erosion compared to the alloys with added Cr, as the base alloy (cupronickel 70/30 alloy) has lower hardness (HV of 108), while cupronickel 70/30–1.2% Cr has a higher microhardness measurement of 128.

SEM analyses of surface morphology of (a) cupronickel 70/30 alloy and (b) cupronickel 70/30–1.5% Cr after erosion–corrosion test.
4 Conclusion
This study aimed to investigate the corrosion and erosion–corrosion behavior and microstructures of casted cupronickel 70/30 alloys without and with 1, 1.2, and 1.5 wt% Cr addition. The findings of this study can be illustrated as follows:
The SEM images revealed the formation of pores within the structures and oxidized regions around the formed phases.
The XRD examinations identified the peaks belonging to alpha (α) matrix Cu–Ni phase in the cupronickel 70/30 alloys.
The addition of 1.2 wt% Cr to the base alloy resulted in a 526% reduction in the corrosion rate compared to the reference specimen in 3.5 wt% NaCl solution.
The cupronickel 70/30 alloy exhibited the highest current density, while the addition of Cr showed the lowest current density.
The addition of chromium at different percentages (1, 1.2, and 1.5 wt%) resulted in an improvement in hardness by 8%, 11%, and 19%, respectively.
With the addition of Cr, the rate of metal loss due to erosion is reduced, and the alloy demonstrates better resistance to erosion–corrosion. As the percentage of Cr addition increases, the alloy’s resistance and stability also improve compared to the base alloy.
Acknowledgment
The Ministry of Higher Education and the University of Babylon are gratefully acknowledged. This research was carried out in the laboratory at the University of Babylon.
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Funding information: The authors state no funding involved.
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Author contributions: All authors have accepted responsibility for the entire content of this manuscript and approved its submission.
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Conflict of interest: The authors state no conflict of interest.
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Data availability statement: The authors declare that all data supporting the findings of this study are available within the article.
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- Assessment for behavior of axially loaded reinforced concrete columns strengthened by different patterns of steel-framed jacket
- Novel graph for an appropriate cross section and length for cantilever RC beams
- Discharge coefficient and energy dissipation on stepped weir
- Numerical study of the fluid flow and heat transfer in a finned heat sink using Ansys Icepak
- Integration of numerical models to simulate 2D hydrodynamic/water quality model of contaminant concentration in Shatt Al-Arab River with WRDB calibration tools
- Study of the behavior of reactive powder concrete RC deep beams by strengthening shear using near-surface mounted CFRP bars
- The nonlinear analysis of reactive powder concrete effectiveness in shear for reinforced concrete deep beams
- Activated carbon from sugarcane as an efficient adsorbent for phenol from petroleum refinery wastewater: Equilibrium, kinetic, and thermodynamic study
- Structural behavior of concrete filled double-skin PVC tubular columns confined by plain PVC sockets
- Probabilistic derivation of droplet velocity using quadrature method of moments
- A study of characteristics of man-made lightweight aggregate and lightweight concrete made from expanded polystyrene (eps) and cement mortar
- Effect of waste materials on soil properties
- Experimental investigation of electrode wear assessment in the EDM process using image processing technique
- Punching shear of reinforced concrete slabs bonded with reactive powder after exposure to fire
- Deep learning model for intrusion detection system utilizing convolution neural network
- Improvement of CBR of gypsum subgrade soil by cement kiln dust and granulated blast-furnace slag
- Investigation of effect lengths and angles of the control devices below the hydraulic structure
- Finite element analysis for built-up steel beam with extended plate connected by bolts
- Finite element analysis and retrofit of the existing reinforced concrete columns in Iraqi schools by using CFRP as confining technique
- Performing laboratory study of the behavior of reactive powder concrete on the shear of RC deep beams by the drilling core test
- Special Issue: AESMT-4 - Part I
- Depletion zones of groundwater resources in the Southwest Desert of Iraq
- A case study of T-beams with hybrid section shear characteristics of reactive powder concrete
- Feasibility studies and their effects on the success or failure of investment projects. “Najaf governorate as a model”
- Optimizing and coordinating the location of raw material suitable for cement manufacturing in Wasit Governorate, Iraq
- Effect of the 40-PPI copper foam layer height on the solar cooker performance
- Identification and investigation of corrosion behavior of electroless composite coating on steel substrate
- Improvement in the California bearing ratio of subbase soil by recycled asphalt pavement and cement
- Some properties of thermal insulating cement mortar using Ponza aggregate
- Assessment of the impacts of land use/land cover change on water resources in the Diyala River, Iraq
- Effect of varied waste concrete ratios on the mechanical properties of polymer concrete
- Effect of adverse slope on performance of USBR II stilling basin
- Shear capacity of reinforced concrete beams with recycled steel fibers
- Extracting oil from oil shale using internal distillation (in situ retorting)
- Influence of recycling waste hardened mortar and ceramic rubbish on the properties of flowable fill material
- Rehabilitation of reinforced concrete deep beams by near-surface-mounted steel reinforcement
- Impact of waste materials (glass powder and silica fume) on features of high-strength concrete
- Studying pandemic effects and mitigation measures on management of construction projects: Najaf City as a case study
- Design and implementation of a frequency reconfigurable antenna using PIN switch for sub-6 GHz applications
- Average monthly recharge, surface runoff, and actual evapotranspiration estimation using WetSpass-M model in Low Folded Zone, Iraq
- Simple function to find base pressure under triangular and trapezoidal footing with two eccentric loads
- Assessment of ALINEA method performance at different loop detector locations using field data and micro-simulation modeling via AIMSUN
- Special Issue: AESMT-5 - Part I
- Experimental and theoretical investigation of the structural behavior of reinforced glulam wooden members by NSM steel bars and shear reinforcement CFRP sheet
- Improving the fatigue life of composite by using multiwall carbon nanotubes
- A comparative study to solve fractional initial value problems in discrete domain
- Assessing strength properties of stabilized soils using dynamic cone penetrometer test
- Investigating traffic characteristics for merging sections in Iraq
- Enhancement of flexural behavior of hybrid flat slab by using SIFCON
- The main impacts of a managed aquifer recharge using AHP-weighted overlay analysis based on GIS in the eastern Wasit province, Iraq
Articles in the same Issue
- Regular Articles
- Design optimization of a 4-bar exoskeleton with natural trajectories using unique gait-based synthesis approach
- Technical review of supervised machine learning studies and potential implementation to identify herbal plant dataset
- Effect of ECAP die angle and route type on the experimental evolution, crystallographic texture, and mechanical properties of pure magnesium
- Design and characteristics of two-dimensional piezoelectric nanogenerators
- Hybrid and cognitive digital twins for the process industry
- Discharge predicted in compound channels using adaptive neuro-fuzzy inference system (ANFIS)
- Human factors in aviation: Fatigue management in ramp workers
- LLDPE matrix with LDPE and UV stabilizer additive to evaluate the interface adhesion impact on the thermal and mechanical degradation
- Dislocated time sequences – deep neural network for broken bearing diagnosis
- Estimation method of corrosion current density of RC elements
- A computational iterative design method for bend-twist deformation in composite ship propeller blades for thrusters
- Compressive forces influence on the vibrations of double beams
- Research on dynamical properties of a three-wheeled electric vehicle from the point of view of driving safety
- Risk management based on the best value approach and its application in conditions of the Czech Republic
- Effect of openings on simply supported reinforced concrete skew slabs using finite element method
- Experimental and simulation study on a rooftop vertical-axis wind turbine
- Rehabilitation of overload-damaged reinforced concrete columns using ultra-high-performance fiber-reinforced concrete
- Performance of a horizontal well in a bounded anisotropic reservoir: Part II: Performance analysis of well length and reservoir geometry
- Effect of chloride concentration on the corrosion resistance of pure Zn metal in a 0.0626 M H2SO4 solution
- Numerical and experimental analysis of the heat transfer process in a railway disc brake tested on a dynamometer stand
- Design parameters and mechanical efficiency of jet wind turbine under high wind speed conditions
- Architectural modeling of data warehouse and analytic business intelligence for Bedstead manufacturers
- Influence of nano chromium addition on the corrosion and erosion–corrosion behavior of cupronickel 70/30 alloy in seawater
- Evaluating hydraulic parameters in clays based on in situ tests
- Optimization of railway entry and exit transition curves
- Daily load curve prediction for Jordan based on statistical techniques
- Review Articles
- A review of rutting in asphalt concrete pavement
- Powered education based on Metaverse: Pre- and post-COVID comprehensive review
- A review of safety test methods for new car assessment program in Southeast Asian countries
- Communication
- StarCrete: A starch-based biocomposite for off-world construction
- Special Issue: Transport 2022 - Part I
- Analysis and assessment of the human factor as a cause of occurrence of selected railway accidents and incidents
- Testing the way of driving a vehicle in real road conditions
- Research of dynamic phenomena in a model engine stand
- Testing the relationship between the technical condition of motorcycle shock absorbers determined on the diagnostic line and their characteristics
- Retrospective analysis of the data concerning inspections of vehicles with adaptive devices
- Analysis of the operating parameters of electric, hybrid, and conventional vehicles on different types of roads
- Special Issue: 49th KKBN - Part II
- Influence of a thin dielectric layer on resonance frequencies of square SRR metasurface operating in THz band
- Influence of the presence of a nitrided layer on changes in the ultrasonic wave parameters
- Special Issue: ICRTEEC - 2021 - Part III
- Reverse droop control strategy with virtual resistance for low-voltage microgrid with multiple distributed generation sources
- Special Issue: AESMT-2 - Part II
- Waste ceramic as partial replacement for sand in integral waterproof concrete: The durability against sulfate attack of certain properties
- Assessment of Manning coefficient for Dujila Canal, Wasit/-Iraq
- Special Issue: AESMT-3 - Part I
- Modulation and performance of synchronous demodulation for speech signal detection and dialect intelligibility
- Seismic evaluation cylindrical concrete shells
- Investigating the role of different stabilizers of PVCs by using a torque rheometer
- Investigation of high-turbidity tap water problem in Najaf governorate/middle of Iraq
- Experimental and numerical evaluation of tire rubber powder effectiveness for reducing seepage rate in earth dams
- Enhancement of air conditioning system using direct evaporative cooling: Experimental and theoretical investigation
- Assessment for behavior of axially loaded reinforced concrete columns strengthened by different patterns of steel-framed jacket
- Novel graph for an appropriate cross section and length for cantilever RC beams
- Discharge coefficient and energy dissipation on stepped weir
- Numerical study of the fluid flow and heat transfer in a finned heat sink using Ansys Icepak
- Integration of numerical models to simulate 2D hydrodynamic/water quality model of contaminant concentration in Shatt Al-Arab River with WRDB calibration tools
- Study of the behavior of reactive powder concrete RC deep beams by strengthening shear using near-surface mounted CFRP bars
- The nonlinear analysis of reactive powder concrete effectiveness in shear for reinforced concrete deep beams
- Activated carbon from sugarcane as an efficient adsorbent for phenol from petroleum refinery wastewater: Equilibrium, kinetic, and thermodynamic study
- Structural behavior of concrete filled double-skin PVC tubular columns confined by plain PVC sockets
- Probabilistic derivation of droplet velocity using quadrature method of moments
- A study of characteristics of man-made lightweight aggregate and lightweight concrete made from expanded polystyrene (eps) and cement mortar
- Effect of waste materials on soil properties
- Experimental investigation of electrode wear assessment in the EDM process using image processing technique
- Punching shear of reinforced concrete slabs bonded with reactive powder after exposure to fire
- Deep learning model for intrusion detection system utilizing convolution neural network
- Improvement of CBR of gypsum subgrade soil by cement kiln dust and granulated blast-furnace slag
- Investigation of effect lengths and angles of the control devices below the hydraulic structure
- Finite element analysis for built-up steel beam with extended plate connected by bolts
- Finite element analysis and retrofit of the existing reinforced concrete columns in Iraqi schools by using CFRP as confining technique
- Performing laboratory study of the behavior of reactive powder concrete on the shear of RC deep beams by the drilling core test
- Special Issue: AESMT-4 - Part I
- Depletion zones of groundwater resources in the Southwest Desert of Iraq
- A case study of T-beams with hybrid section shear characteristics of reactive powder concrete
- Feasibility studies and their effects on the success or failure of investment projects. “Najaf governorate as a model”
- Optimizing and coordinating the location of raw material suitable for cement manufacturing in Wasit Governorate, Iraq
- Effect of the 40-PPI copper foam layer height on the solar cooker performance
- Identification and investigation of corrosion behavior of electroless composite coating on steel substrate
- Improvement in the California bearing ratio of subbase soil by recycled asphalt pavement and cement
- Some properties of thermal insulating cement mortar using Ponza aggregate
- Assessment of the impacts of land use/land cover change on water resources in the Diyala River, Iraq
- Effect of varied waste concrete ratios on the mechanical properties of polymer concrete
- Effect of adverse slope on performance of USBR II stilling basin
- Shear capacity of reinforced concrete beams with recycled steel fibers
- Extracting oil from oil shale using internal distillation (in situ retorting)
- Influence of recycling waste hardened mortar and ceramic rubbish on the properties of flowable fill material
- Rehabilitation of reinforced concrete deep beams by near-surface-mounted steel reinforcement
- Impact of waste materials (glass powder and silica fume) on features of high-strength concrete
- Studying pandemic effects and mitigation measures on management of construction projects: Najaf City as a case study
- Design and implementation of a frequency reconfigurable antenna using PIN switch for sub-6 GHz applications
- Average monthly recharge, surface runoff, and actual evapotranspiration estimation using WetSpass-M model in Low Folded Zone, Iraq
- Simple function to find base pressure under triangular and trapezoidal footing with two eccentric loads
- Assessment of ALINEA method performance at different loop detector locations using field data and micro-simulation modeling via AIMSUN
- Special Issue: AESMT-5 - Part I
- Experimental and theoretical investigation of the structural behavior of reinforced glulam wooden members by NSM steel bars and shear reinforcement CFRP sheet
- Improving the fatigue life of composite by using multiwall carbon nanotubes
- A comparative study to solve fractional initial value problems in discrete domain
- Assessing strength properties of stabilized soils using dynamic cone penetrometer test
- Investigating traffic characteristics for merging sections in Iraq
- Enhancement of flexural behavior of hybrid flat slab by using SIFCON
- The main impacts of a managed aquifer recharge using AHP-weighted overlay analysis based on GIS in the eastern Wasit province, Iraq