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Al-Qadisiyah Journal for Engineering Sciences (QJES), E-ISSN: (2411-7773) ,  P-ISSN: (1998-4456), was established in 2008. The Journal, in its current form, is intended to contribute to the state of the art in all fields of engineering research. The Journal is a peer-reviewed journal and is published by The University of Al-Qadisiyah , the college of Engineering, . The journal is now published Quarterly (March, June, September and December).
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Road and Transport Engineering

Influencing interface morphology and modified asphalt binders on interlayer bonding performance

Pages 285-293

https://doi.org/10.30772/qjes.2026.163700.1677

Samer Muayad Alsadik, Hasan M. Al-Mosawe, Nick Thom

Abstract Interlayer bonding strength is a critical factor influencing the durability and performance of asphalt pavement systems. This study investigates the combined effects of tack coat type, application rate, and substrate surface texture on the interfacial shear strength (ISS) between asphalt layers. Four surface conditions, new wear, binder, aged-worn, and milled, were simulated to represent varying field scenarios. The interface morphology was quantitatively analysed using both the sand patch method and 3D laser scanning. Seven tack coat formulations were evaluated, including a conventional tack coat, hard-grade cutback, and a novel hybrid material modified with Styrene-Butadiene-Styrene (SBS) and polylactic acid (PLA) labels MS4-70 and MSP5-70, respectively. The Tack coats were applied at three residual rates (0.1, 0.23, and 0.35 L/m2 ). Direct shear testing was conducted to assess ISS under various conditions. The results reveal that surface roughness and tack coat type significantly impact bonding performance. Milled surfaces showed the highest texture and yielded superior shear performance due to enhanced mechanical interlock and bonding area. Conversely, the wear surface, characterised by a dense gradation and smooth profile, exhibited the lowest ISS values. The hybrid MSP5-70 tack coat represents a new generation of modified bonding that consistently produces the highest ISS values compared to conventional tack coats (CRS-1, CSS-1h, and RC70). These findings underscore the importance of tailored tack coat formulations and texture-specific application strategies for enhancing pavement structural integrity.

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Road and Transport Engineering

Review of methods to enhance the geotechnical and structural capacity of existing footings

Pages 294-300

https://doi.org/10.30772/qjes.2026.163701.1678

Mustafa H. Al-Asady, Alaa M. Al-Khekany, Saif Alzabeebee, Rwayda S. Al-Hamd

Abstract Enhancing and retrofitting existing structural components is a critical process that aims to restore or improve the performance, safety, and durability of constructions. Foundations in particular can be susceptible to damage, failures, or differential settlements for a number of different reasons, including improper design parameters, lack of soil investigations, additional weights produced by story extensions, lateral loads resulting from seismic events, or changes to the structure’s purposes post-construction. Thus, the need for effective and economic strengthening methods is essential. Available techniques used to increase the structural and geotechnical foundation capacity are discussed in detail in this review paper. The geotechnical underpinning techniques involve soil improvements by piling, micro-piling, grouting, helical piers, and geosynthetic reinforcements, as well as structural enhancement approaches including concrete jacketing and footing enlargement. In terms of geotechnical improvement, micropiles were found to be the most effective in enhancing and stabilizing the foundation, and helical piers were the fastest and easiest to install in the soil. On the other hand, enlarging the footing offered better load distribution and enhancement to the shear capacity.

Civil Engineering

Shear performance of high-strength flat slabs with service ducts

Pages 301-309

https://doi.org/10.30772/qjes.2026.163723.1679

Mohammed H. Al-khazraji, Haider Ali Al-Tameemi

Abstract This study aims to experimentally investigate the two-way shear performance of high-strength concrete flat slabs containing integrated ducts. A total of eight slab specimens containing ducts were manufactured, along with one solid slab functioning as the reference. The experimental program focused on two primary parameters: the horizontal distance of the duct opening from the column face (evaluated at 0, 50, and 100 mm for 50 × 50 mm and 50 × 150 mm openings) and the effect of duct width (evaluated at 50 and 150 mm). The performance of slab specimens was adversely affected by increases in duct width and nearness to the column face. As the duct width expanded from 50 mm to 150 mm, an apparent reduction in load capacity occurred, peaking at 43.9% at the column face. Similarly, closer placement of the duct led to a steeper reduction. Serviceability decreased considerably, with specimens having wider ducts at 0 mm or 50 mm often failing to reach the service load. In contrast, those at 100 mm experienced excessive deflection, up to 94% higher than the control, indicating a severe loss of stiffness. Toughness consistently declined, with a maximum reduction of 51.9% at the column face. It was observed that all slab specimens, even the solid control specimen, exhibited the same failure mode, known as punching failure.

Road and Transport Engineering

Investigating the physical properties of modified pervious concrete containing different lightweight aggregates

Pages 310-315

https://doi.org/10.30772/qjes.2026.163760.1683

Huda H. Gghail, Mosah S. Abdulsada, Tumadhir M. Borhan

Abstract Pervious concrete is an environmentally friendly paving concrete that has attracted significant attention due to its environmental advantages, particularly in mitigating the influences of urban heat and improving stormwater runoff. This study aims to investigate the influence of three types of lightweight coarse aggregates on the physical properties of pervious concrete mixtures. These types are pumice and two types of lightweight expanded clay aggregates (LECA): low density (LD) and high density (HD). Previous concrete mixtures were modified by styrene butadiene rubber (SBR) at 5% by cement mass and prepared. The physical properties of this type of concrete, including porosity, permeability, and hardened density, were investigated. The results indicated that replacing the normal coarse aggregate with a volumetric ratio of 10% lightweight coarse aggregates resulted in a significant increase in permeability and porosity while at the same time reducing density. The highest value of permeability was achieved by the mix containing 10% of LD without SBR, with an increment of 35.9%, compared to the control mix. The porosity was increased by 28.6% in the mix containing 10% of PA without SBR, compared to the control mix. On the other hand. Regardless of the type of lightweight coarse aggregate used, the addition of SBR to the lightweight aggregate mixtures significantly decreases the porosity and permeability while increasing density. Based on the findings of this study, it can be concluded that the type of aggregate chosen has a significant effect on the physical properties of pervious concrete.

Road and Transport Engineering

Structural behavior of square double skin self-compacting concrete columns incorporating recycled aggregate

Pages 316-322

https://doi.org/10.30772/qjes.2026.163718.1685

Hamid Naji Jasim, Munaf A. AL-Ramahee

Abstract Construction and demolition waste is recognized as a major waste stream made by humans around the world. The use of crushed old concrete in a type of recycled aggregate concrete (RAC) has been a promising technique to promote construction sustainability. However, the mechanical behaviors and the durability of RAC are inferior to those of concrete incorporating natural aggregate. Therefore, the creation of effective methods to lessen these harmful consequences is crucial. It stands to reason that the dilatation of concrete can be restricted by placing it in a confinement state. Due to the confinement provided by the steel casing, a steel tube filled with concrete can be considered suitable for improving the working mechanism of the RAC. In this paper, a series of comparison tests were conducted to investigate the behavior of square double skin steel tubes filled with self-compacting concrete (SCFDST) columns under different loading conditions. Ten specimens consisting of five normal SCFDST and five recycled aggregate self-compacting concrete filled double skin steel tube (RSCFDST) columns were tested under (axial, uniaxial, and biaxial) compression loads. Loading eccentricity and full replacement of coarse aggregate were adopted as the main parameters in the experiments. Overall, the failure mode, ultimate capacities, and general deformational behavior have been presented in this paper. According to the results, comparable structural behavior and failure shapes were observed between the RSCFDST columns and their normal SCFDST counterparts with an acceptable reduction in ultimate bearing capacity. The ultimate bearing capacity of both RSCFDST and conventional SCFDST are significantly harmed by eccentricity, while the ductility of the columns was improved by the RAC replacement. The failure mode of normal SCFDST and RSCFDST columns was overall buckling under a uniaxial and biaxial compression load, whereas compression failure was the failure mode of the axially loaded columns. As expected, due to the confinement effect of the steel tubes, the strength of the sandwich concrete was enhanced, and all tested columns exhibited ductile failure.

Road and Transport Engineering

Experimental investigation of enhanced NaCl removal using porous broad crested weirs with different alumina-limestone configurations

Pages 323-328

https://doi.org/10.30772/qjes.2026.163860.1689

Afeaa Jabbar, Thulfikar R. Al-Husseini, Ali Ghawi

Abstract An innovative experimental approach was developed to enhance NaCl removal using porous broad-crested weirs with different alumina-limestone configurations in an open-channel flow under controlled hydraulic conditions. Eight experimental cases were systematically evaluated, examining pure limestone, pure alumina, and mixed arrangements (Al-Ls-Al, Ls-Al-Ls) under two flow rates over 240 minutes. Results demonstrate that pure alumina achieved superior performance with 5.88\% average removal efficiency, significantly outperforming pure limestone (2.01-4.27\%) and mixed configurations (4.41-5.01\%). Limestone exhibited significant hydraulic dependency, with removal efficiency increasing by 112\% when flow rate increased from through flow to through flow limit conditions, while alumina demonstrated consistent performance across both flow regimes. All configurations showed initial rapid removal followed by a gradual approach toward equilibrium efficiency, with the most significant removal occurring within the first 10 minutes. Mixed material configurations (Al-Ls-Al and Ls-Al-Ls) achieved removal efficiencies that fell between those of pure materials, indicating no enhancement beyond the individual material properties. The study reveals that while alumina provides optimal NaCl removal, limestone under enhanced flow rates offers economically viable alternatives, achieving 71\% of alumina's performance. Porous broad-crested weirs represent promising technology for sustainable water treatment applications.

Road and Transport Engineering

Application of electro-osmosis method on Baghdad soft clay shear strength using vane shear test and pile installation efficiency (Experimental study)

Pages 329-338

https://doi.org/10.30772/qjes.2026.163852.1691

Azhar S. Yasun, Qassun Mohammed Shafiq, Erol Güler

Abstract This paper examines the characteristics of soft clayey soils prevalent in the central and southern regions of Iraq. The study focuses on assessing the impact of electro-osmosis (E.O.) on both the shear strength of these soils and the efficiency of pile driving, including the installation of experimental piles. The investigation employs laboratory equipment and locally sourced Baghdad soft clay soil to conduct a comprehensive test program. This program encompasses conventional soil tests and utilizes two specialized soil boxes designed for E.O. to collect essential parameters for pile prototype installation. The primary objective is to explore how E.O. affects the pile driving process. The shear strength was evaluated through four vane shear tests, with vertical E.O. voltage applied at varying depths. The findings indicate that the shear strength in anode regions exceeds control results by up to 100%, with a decrease in strength observed as testing moves towards the cathode. Another significant finding is the Percentage Reduction in Blows, which typically ranges from 65% to 90%. These outcomes were derived from four tests conducted at a soil water content of 25%.

Road and Transport Engineering

Structural performance assessment of demountable GFRP dowel bar

Pages 339-344

https://doi.org/10.30772/qjes.2026.163854.1692

Nabaa A Al-Shrifi, Haider M. Al-Jelawy, Hisham Jashami

Abstract For jointed precast concrete pavements, this study suggests a novel demountable dowel bar system made of glass fiber reinforced polymer (GFRP). The conventional steel dowel systems have limited reuse, corrosion, and concentrated stress. On the other hand, the suggested solution features a stainless steel sleeve that accommodates the GFRP bar, providing both removability and durability. Under monotonic loading circumstances, four slab specimens measuring 300 mm, 400 mm, and 800 mm in width were put to the test. The findings demonstrated that, in contrast to specimens with traditional steel dowels, those with GFRP dowels had distinct failure processes. The suggested system's potential application in modular pavement systems was indicated by its encouraging load-bearing capability and flexibility.

Civil Engineering

Non-destructive experimental test on the hardness and strength of steel exposed to temperatures of 250°C and 500°C

Articles in Press, Accepted Manuscript, Available Online from 10 May 2026

https://doi.org/10.30772/qjes.2026.168669.1871

Zel Citra, Antonius Antonius, Agung Wahyudi Biantoro, Han Ay Lie, Risma Apdeni

Abstract This study evaluates changes in hardness and estimates the reduction in tensile strength of BJ37 structural steel after exposure to elevated temperatures of 250 °C and 500 °C using the Leeb hardness non-destructive testing (NDT) method. Since hardness is closely related to mechanical properties, the Leeb test can be used as an indirect approach to estimate tensile strength without damaging the material. A total of 36 specimens were prepared from the flange and web sections of a WF 300 X 150 X 6 X9 steel profile. The specimens were heated to 250 °C and 500 °C for 15 minutes and then rapidly cooled by water immersion before testing. The initial hardness was measured at approximately 366.19 HL, corresponding to an estimated tensile strength of about 372 MPa. After heating to 250 °C, the hardness decreased to 352.5 HL, with an estimated tensile strength of 342.5 MPa; at 500 °C, the hardness was 354.7 HL, corresponding to approximately 346 MPa. The reduction in tensile strength ranged from 7.0% to 7.9% relative to the initial condition, with only a small difference between the two temperature levels. These results indicate that the Leeb hardness method can serve as a rapid, non-destructive tool for the preliminary assessment of steel mechanical properties after fire exposure. Further research is recommended to validate these findings through destructive tensile testing, considering a wider range of temperatures, longer heating durations, and a larger number of specimens. The findings provide a practical basis for rapid post-fire evaluation of steel structural integrity.

Mechanical Engineering

Aerodynamic analysis of a NACA 0015 airfoil with a variable-geometry morphing mechanism

Articles in Press, Accepted Manuscript, Available Online from 24 May 2026

https://doi.org/10.30772/qjes.2026.169559.1907

Onur Yemenici, Emre Oruç

Abstract Advances in smart materials have made it possible to develop shape-changing wing concepts as alternatives to traditional high-lift systems. In this study, the aerodynamic effects of linear beam extension on a NACA 0015 wing profile with an initial beam length of 150 mm were numerically investigated. The linear actuation mechanism applied along the chord direction resulted in a reduction in the camber ratio. The aerodynamic performance of the conformable configurations was evaluated using CFD analyses conducted under low Reynolds number conditions and employing the k- SST turbulence model. The results indicate that chordwise deformation can improve aerodynamic performance under various operating conditions. This approach offers significant potential for enhancing maneuverability and reducing energy consumption in low-Reynolds-number aircraft, presenting a promising solution for future adaptive wing designs.

Computer Engineering

Natural language processing in cancer treatment identification based on medical reports

Articles in Press, Accepted Manuscript, Available Online from 01 June 2026

https://doi.org/10.30772/qjes.2026.168230.1856

Zaid Ali Ismaeel, Mustafa Rabee A. Alsumaiday

Abstract Cancer is still a major health concern, particularly in areas like Iraq with inadequate healthcare systems, where survival rates depend on early and precise diagnosis. Using clinical text data from radiology reports in Mosul, Iraq, this study examines the use of Natural Language Processing (NLP) and Machine Learning (ML) models for cancer diagnosis and classification. In order to categories cancer cases into benign, malignant, stable, progress, and improvement groups, three machine learning classifiers—Support Vector Machine (SVM), XGBoost, and LightGBM—were trained using TF-IDF features on a balanced dataset of 12,923 labelled radiological reports. XGBoost outperformed the other models and showed the highest accuracy (97.25%). This study examines the useful implications for improving diagnostic efficiency and demonstrates the efficacy of NLP-driven machine learning models in healthcare settings with limited resources. The results imply that these ML-NLP models can increase accuracy, decrease the need for manual diagnostic procedures, and possibly offer a scalable solution for healthcare systems with limited funding.

Thermo-magnetohydrodynamic natural convection in corrugated enclosures with a clear nanofluid layer and a porous layer saturated by Al₂O₃/Ethylene glycol nanofluid

Articles in Press, Accepted Manuscript, Available Online from 05 June 2026

https://doi.org/10.30772/qjes.2026.168813.1880

Nowras Saad Abdown, Isam Mejbel Abed

Abstract Natural convection heat transfer in corrugated enclosures has attracted increasing attention due to its importance in thermal management applications. However, the combined effects of wall corrugation, porous media, ethylene glycol–based nanofluids, and magnetic field control have not been sufficiently addressed. In the present study, a numerical investigation is carried out to analyze thermo-magnetohydrodynamic natural convection inside a corrugated enclosure subjected to different heating configurations. The enclosure is divided into two regions: an upper region filled with an ethylene glycol–based nanofluid and a lower porous layer saturated with the same nanofluid. Three heating cases are considered, namely an externally heated corrugated cylinder, an upper heated wall, and an externally heated circular boundary. The governing equations are solved using the finite element method under steady-state conditions. The effects of Rayleigh number (104  up to 106), Hartmann number (0 up to 60), Darcy number (10-5  up to  10-3), and magnetic field inclination angle (0° up to 35) are examined at a fixed nanoparticle volume fraction of 0.02. The results show that increasing the Rayleigh number enhances heat transfer, while the magnetic field intensity suppresses convection. Among all cases, the externally heated corrugated cylinder provides the highest thermal performance, and the ethylene glycol–based nanofluid enhances the average Nusselt number by up to 48% at Ra = 10 6.

Mechanical Engineering

Techno-environmental comparison of residential rooftop PV systems with vs. without battery storage under the Middle Eastern climate: An Iraqi case study

Articles in Press, Accepted Manuscript, Available Online from 04 May 2026

https://doi.org/10.30772/qjes.2026.170153.1933

Muqtada A Obaid, Alaa Liaq Hashem, Ahmed A. Majhool, Ahmed Al-ameri

Abstract This paper presents a technical and environmental assessment of a 3 kWp grid-connected residential rooftop PV system in Al-Diwaniyah, Iraq, using PVsyst 8.0.19. Four scenarios were analysed: monofacial and bifacial PV panels with and without a 5 kWh LiFePO4 battery, plus an expansion sensitivity case using a 10 kWh battery. The battery-free system generated 6,444.8 kWh/year, with a performance ratio (PR) of 80.72%, specific yield of 1,790 kWh/kWp/year, solar fraction of 64.37%, and grid imports of 1,262.2 kWh/year. Adding a 5 kWh battery slightly reduced PR to 77.86% due to charge/discharge losses but increased the solar fraction to 93.00% and reduced grid imports by 80.4% to 247.98 kWh/year. Bifacial panels improved annual production by about 90 kWh/year (+1.4%) and increased PR by 1.13 percentage points in both storage and non-storage cases. Expanding storage to 10 kWh raised the solar fraction only from 93.0% to 96.7%, showing diminishing returns and doubling the cost. Environmentally, the system avoids about 118.4 tCO₂ over 25 years, equivalent to 5,381 trees or removing 25.7 cars annually, with an avoided carbon cost of USD 5,920. The 5 kWh monofacial battery system is the optimal configuration for residential energy independence in the Iraqi context.

Civil Engineering

Water quality mapping using integrated geostatistical and remote sensing approach in Lake Maninjau, Indonesia

Articles in Press, Accepted Manuscript, Available Online from 14 July 2026

https://doi.org/10.30772/qjes.2026.171243.1981

Yaumal Arbi, Nurhasan Syah, Iswandi Umar, Nevy Sandra, Shinta Rahayu

Abstract Lake Maninjau, West Sumatra, Indonesia, is under pressure from floating net cage aquaculture, shoreline settlements, agricultural runoff, and domestic activities. This study mapped the spatial distribution of pH and Total Suspended Solids (TSS) using an integrated Geographic Information System (GIS), Ordinary Kriging, and Sentinel-2 MultiSpectral Instrument (MSI) Level-2A imagery. Field sampling was conducted at 30 sites on 18 October 2025, and a cloud-free Sentinel-2 image acquired on 20 October 2025 was processed through Google Earth Engine. The Normalized Difference Turbidity Index (NDTI) and Normalized Difference Water Index (NDWI) were extracted to support spatial interpretation. Measured pH ranged from 5.8 to 8.2, while TSS ranged from 10 to 75 mg/L. Low pH values were concentrated near shoreline settlements and aquaculture areas, whereas high TSS values occurred near agricultural inflows and floating net cage zones. Cross-validation showed acceptable pH kriging performance, with RMSE = 0.896, MAE = 0.628, and R² = 0.755. TSS kriging showed weaker performance, with RMSE = 57.17 mg/L, MAE = 38.94 mg/L, and R² = -0.018. Integration with Sentinel-2 indices showed a strong relationship between TSS and NDTI (R² = 0.84, RMSE = 6.2 mg/L, r = 0.92, p < 0.01), while pH and NDWI showed a weaker relationship (R² = 0.69, r = 0.74, p < 0.05). The results indicate that Sentinel-2 imagery is more effective for optically active parameters such as TSS than for chemical parameters such as pH

Mechanical Engineering

Development of An AI-Driven UAV System with Cascade PID Control for Infrastructure Defect Detection Using YOLOv8

Articles in Press, Accepted Manuscript, Available Online from 21 July 2026

https://doi.org/10.30772/qjes.2026.171718.1998

Rizauddin Ramli

Abstract In recent years, drone technology has become very significant in many industrial applications especially for civil infrastructure inspection. In this paper, we present a cascade Proportional Integral Derivative (PID) controller supported by an Artificial Intelligence (AI)-based defect detection system by using You Only Look Once (YOLOv8) algorithm using a drone for civil infrastructure. In conventional inspections, the inspectors are facing difficulties in identifying defects because of old and hazardous buildings, unseen small defects and having substantial safety risks while inspecting high-risk building or bridge structures. This study developed a low-cost Do It Yourself (DIY) drone which was outfitted with a flight controller and First Person View (FPV) camera to capture image in real-world scenarios. The developed AI-based DIY drone system utilized a high-resolution imaging camera which enables rapid and remote data acquisition. During flight testing, the camera captured 60 frames per second of real-time footage while maintaining stable navigation and carrying a payload of up to 800 grammes. The YOLOv8 model trained, validated and tested 6,998 annotated photos, which showed a high mean Average Precision (mAP@0.5) of 99.4%, precision of 96.9%, and recall of 98.4%. The results ascertained that the system can reliably identify structural flaws like cracks, corrosion, peeling paint, and water seepage in difficult environmental conditions.

Biomedical Engineering

Diagnostic precision vs. computational efficiency: Benchmarking lightweight and deep CNNs for melanoma classification

Articles in Press, Accepted Manuscript, Available Online from 28 July 2026

https://doi.org/10.30772/qjes.2026.173263.2076

Ali Mahfoodh

Abstract The most lethal form of skin cancer is malignant melanoma; however, it is highly curable when detected at an early stage. Despite the exceptional diagnostic capabilities of Deep Convolutional Neural Networks (CNNs), it is essential to select the appropriate architectural paradigm in order to achieve the highest clinical safety, the lowest computation cost, and the best predictive performance. This investigation comprehensively evaluates the binary classification of dermoscopic images using five distinct pre-trained CNNs (SqueezeNet, GoogleNet, ResNet-50, MobileNetV2, and EfficientNetB0) and a variety of structural paradigms. A balanced dataset of 9,605 images was utilized alongside transfer learning, stochastic spatial augmentations, and an optimized Adam-based training protocol. To achieve consistent predictive stability (Accuracy = 90.94% ± 0.13%), EfficientNetB0 was tested using a 5-Fold Cross-Validation protocol, and the rest of the networks were tested using hold-out method with minimal computational burden. These findings of the quantitative analysis have illustrated that the clinical compromises of the architectures were diverse. The Area Under the Curve (AUC) and Specificity (98.40%) values of ResNet-50 were the highest, suggesting that it effectively reduced false alarms. On the other hand, GoogleNet, by emphasizing patient safety, obtained the highest Sensitivity (90.80%). Additionally, the SqueezeNet micro-architecture was capable of preventing class-collapse as a result of the optimized training process, which resulted in an increase in accuracy to 91.40%. This was critically important. The findings of this study indicate that deep residual networks are the most appropriate for high-precision screening, while the deployment of lightweight networks of a suitable scale is highly viable and reliable in computational environments with limited resources.

Mechanical Engineering

Effect of hydrogen enrichment on combustion characteristics and emissions of a four-stroke gasoline engine

Articles in Press, Accepted Manuscript, Available Online from 30 July 2026

https://doi.org/10.30772/qjes.2026.172099.2021

Haidar K. Mohammed

Abstract This study experimentally investigates the effect of hydrogen enrichment on combustion characteristics, engine performance, and exhaust emissions of a four-stroke spark-ignition (SI) gasoline engine. A single-cylinder, 0.61-L, air-cooled engine was operated at 2300 rpm under full load with hydrogen blending ratios of 5%, 10%, 15%, and 20% by fuel energy, using unleaded gasoline (RON 95) as the base fuel. Hydrogen was delivered through a dedicated port injector upstream of the intake valve. Peak cylinder pressure increased by 17.6% (4.82 to 5.67 MPa at H20%), and the 10–90% mass-fraction-burn duration decreased by 31.6% (38 to 26 °CA), driven by hydrogen’s high laminar flame speed (237 cm/s) and wide flammability range (4–75 vol%). Brake thermal efficiency peaked at H15% (32.1%, +12.6%), while brake-specific fuel consumption fell by 17.35% at H20%. Combustion stability improved by 60.7%, with COV of IMEP reduced from 2.8% to 1.1%. CO, HC, and CO₂ emissions decreased by 81%, 66.5%, and 25%, respectively, with the average unburned-HC carbon chain length reduced from C₆.₂ to C₃.₁. However, NOx emissions rose by 338.7% due to higher peak combustion temperatures activating the thermal (Zeldovich) mechanism. The optimal blending ratio is 10–15%, balancing efficiency gains against NOx penalties addressable through established aftertreatment strategies.

Structural behavior of concentrically loaded GFRP-RPC circular columns

Volume 18, Issue 4, Autumn 2025, Pages 447-464

https://doi.org/10.30772/qjes.2024.145922.1079

Mohamed Qassim Kadhim, Hassan Falah Hassan

Abstract The behavior of reinforced concrete (RC) members with glass fiber reinforced polymer (GFRP) bars has been the focus of several studies in previous years. However, a study to investigate the behavior of reactive powder concrete (RPC) columns reinforced with GFRP bars (GFRP-RPC) has not been conducted. This study aimed to study the structural behavior of circular columns fully reinforced with GFRP bars and hoops or spirals. In the present study, the behavior of GFRP-RPC circular columns under axial load is studied with the effect of four variables: longitudinal reinforcement ratio, transverse reinforcement ratio, transverse reinforcement configuration (hoops vs. spirals), and type of longitudinal reinforcement (GFRP, steel, and hybrid). Twenty circular columns with a diameter of 150 mm and a height of 1000 mm were cast and tested, divided into seven groups. Results discuss failure modes, axial load capacity, deformations (displacement and strains), and ductility. Test results indicate that the load capacity of the columns increased by ranging from approximately 46 to 56.25% when the longitudinal reinforcement ratio increased from 1.77 to 3.55%, also increased the transverse reinforcement ratio from 1.24 to 2.48% enhanced the load capacity ranging from approximately 5.13 to 19.1%. Moreover, the nominal capacity of GFRP-RPC columns was compared with the design equations so, the results were verified.

Corrosion inhibition performance of 2- Fluorophenyl-2, 5-dithiohydrazodicarbonamide for copper in 3.5%NaCl Media: Experimental and Monte Carlo insights

Volume 16, Issue 3, Summer 2023, Pages 150-159

https://doi.org/10.30772/qjes.2023.178995

Mothana Ghazi Kadhim AlFalah, Murat Saracoglu, Mehmet Izzettin Yilmazer, Fatma Kandemirli

Abstract Most industries struggle with corrosion. Corrosion inhibitors are needed in these sectors. Eco-friendly corrosion inhibitors should be effective even at low concentrations. In this work, the compound 2- Fluorophenyl-2, 5- dithiohydrazodicarbonamide (2F-TSC) was utilized as a corrosion inhibitor for copper in a 3.5% NaCl solution. The inhibitor efficiency was calculated by using a series of electrochemical methods like, open circuit potential (OCP), potentiodynamic polarization (PDP), and electrochemical impedance spectroscopy (EIS). All tests have been done in a stagnant condition. The results show that the compound 2F-TSC looked to be of mixed type. Furthermore, the maximum inhibitor efficiency was reached at 99.2% at 10-2 M 2F-TSC and 5 h. The adsorption of 2F-TSC on the copper surface in 3.5% NaCl obeyed the Langmuir isotherm with a negative value of the standard Gibbs free energy of adsorption of -35.4 kJ/mol (chemisorption and physisorption). SEM, EDX, and AFM confirmed the presence of 2F-TSC on the surface of copper. The adsorption of the inhibitor molecules on the Cu (111) surface was further verified by a Monte Carlo simulation study. The results approved that the 2F-TSC can be utilized as a corrosion inhibitor for copper in an aggressive solution (3.5% NaCl).

Investigation of heat transfer characteristics of Al2O3-water nanofluid in a coiled agitated vessel across varied operating conditions

Volume 16, Issue 3, Summer 2023, Pages 145-149

https://doi.org/10.30772/qjes.2023.178993

Uday M. Basheer Al-Naib

Abstract This study aimed to investigate the heat transfer behavior of an Al2O3-water nanofluid within a coil-agitated tank. The experiment utilized Al2O3-water nanofluids with varying volume concentrations, namely 0.2 vol%, 0.3 vol%, and 0.4 vol%. Two different cooling water flow rates, specifically 1.8 and 2.2 liters/min, were employed during the investigation. The propeller speed ranged from 2 to 12 (rps), and the temperature spanned from 30 to 80 °C. The findings revealed that the heat transfer coefficient of the nanofluids exceeded that of the base water. Moreover, it increased with higher volume concentrations, reaching its peak at 0.4 vol% with an average rise of approximately ±77.2%. Additionally, the heat transfer coefficient demonstrated an increase of about ±19.8% when the temperature was elevated to 80 °C and approximately ±11.9% when the propeller speed was raised to 12 rps. Comparing the two distinct flow rates, it was observed that the heat transfer coefficient rose with decreasing flow rate to 1.8 liters per minute, exhibiting an average enhancement of approximately ±13.6%.

Effects of fin on mixed convection heat transfer in a vented square cavity: A numerical study

Volume 16, Issue 3, Summer 2023, Pages 200-208

https://doi.org/10.30772/qjes.2023.142305.1016

Mohammed Abu Ghurban, Khaled Al-Farhany, Kada Benhanifia

Abstract Numerical investigation of mixed convective in a vented square cavity with fin. The horizontal walls are adiabatic, while the left and right walls are at hot and cold temperatures, respectively. The fluid inlet to the cavity from the lower left open area, and exit from the upper right open area. In this study, a finite element scheme is employed. The analysis is done for specific Prandtl number, Reynolds number, fin length, Richardson number, and the location of the fin. The finding indicates that the increases when high the location of the fin is, the increase at the maximum height of this fin location is estimated to be 17% due to an increase in the area of fluid flow on the hot wall caused by rising convective. The highest heat transfer occurs when the fin length is equal to 0.6 at the location.

Blockchain Fog-based scheme for identity authentication in smart building

Volume 16, Issue 3, Summer 2023, Pages 218-227

https://doi.org/10.30772/qjes.1999.180617

Alexander A. Varfolomeev, Liwa H. Al-Farhani

Abstract This paper presents a proposal for an authentication scheme for smart building systems and environments based on blockchain, its positive features, and fog computing. The most important feature that can be distinguished in the submitted proposal is its adoption of the principle of decentralization in contrast to traditional centralized documentation protocols, i.e. the proposed authentication system in which users and smart devices are implemented in a distributed and decentralized manner on the blockchain,  that will provide a solution to a significant problem of low overall efficiency of the authentication process caused by a bottleneck in such important areas as computing capacity as well as centralized storage of a single authentication authority in the traditional model. There are also benefits from adding fog computing, and because it has higher computing and storage capabilities, it makes the data processing process more efficient, faster, more streamlined, and in line with the common necessities of the real-time IoT environment. The proposed scheme also provides solutions to protect the privacy of user data and increase the level of confidentiality, protection, and security, since a mysterious extractor was used to increase the confidentiality of the proposed model of the authentication system. Comparing a set of security schemes and conducting a security and performance analysis of the proposed scheme, the comparisons showed that the scheme can be characterized as having a good security level and an important efficiency level. The paper focused on specific aspects design of the authentication system, such as the registration and authentication process of all network entities, regardless of the specifics of the implementation of blockchain smart contracts.

The column in Arabic Islamic Architecture(Analysis Study for Dimensions and Connotations)

Volume 7, Issue 2, Spring 2014, Pages 41-72

Dr. Mahdi Saleh Alfaraj Al- Ataabi

Abstract The column is considered as a support rooted in the ground and forms the part responsible for connecting the upper and lower level. It is a dialectic duality to provide the space with its required qualities .It is a base to support what lies above it and forms a poetic vision which hypothetically give the identity of the place .It forms a constituent in Arabic Islamic architecture worthy of comprehensive of its significance; and explore the various faces in the civilized heritage of the nation distinguished in its architectural character in terms of functional, aesthetical, historical and moral symbolism . In this content, the column provided a typological architectural expressions in palaces, temples, masjed, caravansaries , public baths , markets ...etc. Which formed the total urban forms in the history of this land . The most significant type of columns in Arabic architecture is the Baghdadi ( the delegue) and andelosian columns . The “research problem” represent in the ambiguity and shortage, detection, dimension and connotations implications that accompanied a column in the Arab-Islamic architecture.The research aims to detect the different dimensions and connotations of which was accompanied by the emergence of the column. The results of research to reveal the dimensions and connotations of the different that accompanied the emergence of the column in the Arab Islamic architecture, which is the connotations of structural, historical, aesthetic, spiritual, religious, social, philosophical and symbolic, educational, environmental and urban, formal and expressive content timer as well as the connotations of heritage.

A review into studies related to the effect of the pavement surface condition on traffic safety: A scientometric analysis

Volume 16, Issue 3, Summer 2023, Pages 169-179

https://doi.org/10.30772/qjes.2023.178990

Manal Ghadban Al-Zubaidi, Hamsa Zubaidi, Bassim H. Al-Humeidawi

Abstract Traffic crashes are one of the main reasons for the death of many people and the loss of property Therefore, it is important to conduct research and studies to reduce the risk of accidents and identify the causes that lead to their occurrence. The condition of the pavement is one of the main factors that lead to accidents, as several studies have been presented that show the impact of pavement defects such as rutting, roughness, and skid resistance on traffic safety. This research was conducted to find out and compile the most important research papers using the web of science (WOS) and then analyzing the data using the VOSviewer program, and to know the most countries and journals published on the related pavement condition of road crashes, as well as to know the authors and their cooperation. In addition to knowing the keywords that help researchers research this topic. In order to benefit from these studies in knowing the causes of accidents, analyzing and treating them, and improving the performance of roads using modern analysis and maintenance methods that ensure traffic safety.

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