School of Infrastructure Process Engineering and Technology (SIPET)
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School of Infrastructure Process Engineering and Technology (SIPET)
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Item DEVELOPMENT OF ALUMINIUM ALLOY (AA6061) COMPOSITES FOR AUTOMOBILE EXHAUST PIPE(Nigerian Journal of Engineering Science and Technology Research,, 2025) A. A. Ishola, M. S. Abolarin, J. Y. Jiya, and K. T. ObanimomoThis research addresses the limitations of aluminium alloy AA6061 in withstanding the harsh conditions of automotive exhaust systems. The study aims to develop a composite material with enhanced mechanical strength and corrosion resistance by reinforcing AA6061 with kaoline ore and masquerade leaves. Using the stir casting method, the alloy was combined with the reinforcements and cast into molds. The results revealed that the developed composites showed improved properties compared to the base alloy. Hardness increased from 95.4 HBW to 102.7 HBW, tensile strength rose to 270 N/mm², and yield strength to 240 N/mm². Corrosion resistance was significantly enhanced, with potential ranging from -300 mV to -550 mV, compared to -90 mV to -250 mV for the unreinforced alloy. Microstructural analyses confirmed uniform reinforcement distribution. The study recommends further optimization of reinforcement ratios and casting parameters to maximize performance for automotive applications, particularly in exhaust systems.Item Effects of Waste Glass Powder and Cassava Peel Ash on Compressive Strength of Concrete(Proceedings of the Third International Civil Engineering Conference (ICEC, 2024), 2025) Ndaiji, A. U.; Abdullahi, M.; Abbas, B. A.; Abubakar, MahmudThis study investigates the effects of incorporating glass waste powder (GWP) and cassava peel ash (CPA) as partial replacements for cement on the compressive strength of concrete. A total of 294 concrete cubes were prepared with varying proportions of GWP and CPA (0%, 5%, 10%, 15%, 20%, 25% and 30% replacement levels). Both materials were characterized by X-Ray Fluorescence (XRF) analytical method. The slump of fresh concrete with WGP and CPA of 0, 5, 10, 15, 20, 25 and 30% respectively by weight of cement was investigated in accordance with standard procedures. The results show that the compressive strength of concrete increased with the addition of GWP and CPA up to a certain replacement level. The 28 days compressive strength of concrete with 15% WGP/CPA content was 16.4 % more than normal, while that of concrete with 20% WGP/CPA content was 11.9 % less than normal. The optimal replacement levels for GWP and CPA were found to be 15% and 5%, respectively. The study concludes that the use of GWP and CPA as partial replacements for cement can improve it compressive strength, it sustainability and reduce the environmental impact of concrete production. The results of slump tests of different percentages of CPA/GWP as a partial replacement of cement in concrete production were observed for all proportion ranging between 12 – 41mm. However, 20% GWP/CPA replacement was considered as optimum for structural concrete.Item Numerical investigation of the impact of nonuniform corrosion on dynamic characteristics and nonlinear cyclic behaviour of circular RC bridge piers(Springer Netherlands (Bulletin of Earthquake Engineering), 2025-03-07) Zhang, Ziliang; Aminulai, Hammed O; Powrie, William; Kashani, Mohammad MInsufficient detail in the numerical modelling of reinforced concrete (RC) bridge piers can lead to oversimplification between simulated and real column behaviour under seismic loading. This paper describes the development and validation of an advanced and computationally efficient numerical model for circular RC bridge columns. First, the lateral stiffnesses, natural frequencies and damping ratios of three differently configured RC columns at various stages of degradation were evaluated by means of quasi-static cyclic and sledgehammer tests in loading cycles of increasing lateral drift amplitude. Normalised column lateral stiffness and first mode natural frequency were found to reduce nonlinearly with increasing column drift ratio. The two variables were also correlated to link RC column degradation with natural frequency reduction, which could allow rapid post earthquake assessment of residual capacity. RC columns suffering from heavy corrosion were found to have a higher natural frequency and a tendency to fail prematurely under cyclic loading, whereas the damping ratio was generally unchanged. A set of nonlinear beam-element models employing fibre-discretised cross-sections was then developed and validated against experimental measurements. The model simulates buckling, fracturing, low-cycle fatigue, and bond-slip of vertical reinforcements, as well as nonuniform geometrical and mechanical deterioration of critical column sections. Individual fibre responses in the numerical model offered explanations for specific features of the experimental column stiffness and natural frequency reduction curves. Underlying mechanisms included the redistribution of compressive stress between concrete and rebars during cyclic loading, crushing of cover concrete, and yield of vertical reinforcements. Overall, the model accurately simulates the hysteresis response of the differently configured RC columns, without the need for column-specific adjustments.Item Performance evaluation of microbial fuel cells for bioelectricity generation: influence of potential scan‑rate and real‑time external load(International Journal of Environmental Science and Technology-Springer Nature, 2024-01-19) Simeon, Meshack Imologie; Gbabo, Agidi; Feitag, RuthThe electrochemical performance of microbial fuel cells is conventionally assessed through linear sweep voltammetry at predefined potential scan rates. Nevertheless, this approach frequently falls short in representing the long-term behavior of microbial fuel cells under actual external loads, highlighting the need for a standardized evaluation method incorporating both linear sweep voltammetry and external loads. To address this gap, this study evaluates the performance of single-chamber microbial fuel cells under different loads and scan rates. The MFCs were tested with external loads of 1200, 470, and 270 Ω, derived from maximum power points of polarization sweeps at scan rates of 0.1, 0.5, and 1 mV/s at two operational phases. Power estimates at these scan rates were 61.96, 87.88, and 166.68 mW/m² at current densities of 116.5, 229.6, and 403 mA/m², respectively. In the initial two hours, average power densities with 1200, 470, and 270 Ω were 73 ± 16.7, 36.3 ± 42, and 88.5 ± 120.1 mW/m², respectively. Over the long term, the fuel cells under constant loading with resistance estimated at 0.1 mV/s showed average power 73.7% and 89.1% higher than those with resistances estimated at 0.5 mV/s and 1 mV/s, respectively, indicating that higher scan rates lead to overestimation of power. Although initially underestimated, the 0.1 mV/s scan rate more accurately reflected the true long-term performance of the fuel cells. This study emphasizes the importance of using appropriate scan rates for linear sweep voltammetry to obtain realistic long-term performance estimates of microbial fuel cells under real-time loads.Item A COMPARATIVE ANALYSIS OF GRILLAGE METHOD AND BEAM LINE ANALYSIS OF A REINFORCED CONCRETE WAFFLE BRIDGE DECK(2023) Adamu, H. N.; Abbas B.A.; Abubakar, M.; Yusuf, A.; Kolo, D.N.; Shehu, M.The analysis of a reinforced concrete waffle bridge deck using Chanchaga Bridge as a case study was carried out with the aid of computer programme written in MATLAB. The bridge deck which is a beam bridge was idealized to be a waffle slab. A mathematical model of the bridge was developed using the method of grillages because very complex shapes of problem domain with prescribed conditions can be handled easily using the method. The bridge deck was modelled as interconnection of grid elements. The analysis was carried out using direct stiffness matrix method. The nodal displacements and the resulting static internal forces; shear forces, bending moments and twisting moments of each grid element were determined using the matrix. The results obtained using the method of grillages were then compared with beam line analysis and the former method gave a 10% decrease in forces which will result in the reduction of overall design and materials by 10%.Item Heat Transfer Analysis of a Concentrated-Type Solar Dryer for Ginger(Journal of Science, GU J Sci, Part A,, 2024) I. Bori; J. Y. Jiya; A. M. Orah; S. Bako; M. O. OyebamijiIn recent years, global concern about the preservation of agricultural products for usage and exports through drying has been outstanding. Solar Parabolic Trough Collectors (SPTC) are used to dry various agricultural products for effective moisture removal. A heat transfer fluid (HTF) flows through a receiver tube pipe that absorbs solar radiation reflected from the stainless-steel sheet surfaces of the SPTC. In order to reduce the heat losses, the pipe was linked through a flexible, thermally insulated cross-linked polyethene pipe to the copper tubes inside the drying chamber. The heat transfer analysis of the SPTC is essential to understand the thermal behavior and its performance during the drying process. This paper examined the heat exchanges developed in the designed concentrated-type solar dryer, and the heat transfer rates in the receiver tube and the drying chamber, as well as the heat transfer coefficients for the solar drying of ginger, were determined. The thermal analysis of the convective heat exchanges within the receiver tube and the drying chamber is presented. The heat transfer coefficients hRec and hDC for the convective heat transfer process in the receiver tube and the drying chamber were 1372.48W/m.K and 17.60W/m.K, respectively. The dryer’s thermal efficiency was 30%, showing considerable moisture removal from the ginger samples. The mean temperature difference between the drying chamber and the ambient showed a considerable increase of about +11oC. This resulted in considerable moisture removal, and the final moisture content achieved by the concentrated solar dryer for the ginger samples was 11.1%, compared to the 23.74% achieved by the open-air solar (OAS) drying methodItem Thermal Stability, Transparency, and Water Sensitivity Properties of Bleached, Cross-Linked Cassava Starch Film(Journal of Digital Food, Energy & Water Systems (JD-FEWS), 2024) J. Y. Jiya; M. Abubakar; I. A. Joseph; E. C. Egwim; K. T. ObanimomoThis work investigates a novel study of the effect of bleaching and cross-linking cassava starch film. Native cassava starch was bleached with hydrogen peroxide (H2O2), cross-linking was carried out with oxidized sucrose, while glycerol was added to enhance the plasticity of the film. Operating temperature and time of 90 °C and 10 Minutes, respectively, adding 0.5 ml of glycerol gave the best bleached, cross-linked cassava starch film. UV-visible spectrophotometer analysis revealed that the cassava starch film produced at the above reaction conditions retained 88.2 % of its transparency at 96 hours of water immersion. The water solubility test shows that the film experienced 52.02 % weight loss after 96 hours of immersion in water. The thermo-gravimetric analysis (TGA) shows a significant improvement in the thermal stability with a Temperature peak (Tp) of 420.75 °C, compared to 374.13°C Tp of the control sample (unbleached, uncross-linked) of the cassava starch film.Item Thermal Stability, Transparency, and Water Sensitivity Properties of Bleached, Cross-Linked Cassava Starch Film(Journal of Digital Food, Energy ans Water Systems (JD-FEWS), 0024) J. Y. JIYA; M. ABUBAKAR; I. A. JOSEPH; E. C. EGWIM; K. T. OBANIMOMOThis work investigates a novel study of the effect of bleaching and cross-linking cassava starch film. Native cassava starch was bleached with hydrogen peroxide (H2O2), cross-linking was carried out with oxidized sucrose, while glycerol was added to enhance the plasticity of the film. Operating temperature and time of 90 °C and 10 Minutes, respectively, adding 0.5 ml of glycerol gave the best bleached, cross-linked cassava starch film. UV-visible spectrophotometer analysis revealed that the cassava starch film produced at the above reaction conditions retained 88.2 % of its transparency at 96 hours of water immersion. The water solubility test shows that the film experienced 52.02 % weight loss after 96 hours of immersion in water. The thermo-gravimetric analysis (TGA) shows a significant improvement in the thermal stability with a Temperature peak (Tp) of 420.75 °C, compared to 374.13°C Tp of the control sample (unbleached, uncross-linked) of the cassava starch film.Item Effect of Steel Fibre Reinforcement on the compressive strength of Natural Aggregate Concrete(Proceedings of the Nigerian Society of Engineers 2023 National Engineering Conference, Exhibition and Annual General Meeting, 2023-01-03) Malachi, G.; Kolo, D. N.; Abbass, B. A.Item Production of Pavement Blocks Using Low Density Polyethylene Product Waste(Proceedings of the 4th International Conference (SETIC), School of Environmental Technology, Federal University of Technology, Minna, Nigeria, 2023-01-02) Aboje, A. A.; Abbas, B. A.; Kolo, D. N.; Abubakar, M.; Abdulsalam A. M.Waste sachet water packs cause considerable land pollution in Nigeria. In this research, pavement block was produced using low density polyethylene products waste (sachet water packs) as an alternative binder. The production was achieved by first converting the sachet water packs into pellets and blending it with sandstone in a mass ratio of 8:2 (A), 7:3 (B) and 6:4 (C) sandstone to pellets respectively. The compressive strength, %water absorption and curing time tests were carried out on the pavement block to determine it suitability and safety for low-traffic use. The compressive strength for polymer concrete samples A, B and C were 13.65N/mm2 , 16.99N/mm2 and 20.34N/mm2 respectively. After carrying out the %water absorption test on the polymer concrete A, B and C the following result was obtained: 8.33%, 5.47% and 4.03% respectively. It should be noted that the polymer concrete samples and the control samples which (are cement concrete based) are for light-traffic use (pedestrian, plazas, shopping complexes ramps, car parks, office drive ways, rural roads with low traffic, and residential road).