Category: Uncategorized

Behaviour of cellular steel beams subjected to impact load: A review

Muthanna Journal of Engineering and Technology

Volume (12), Issue (1), Year (30 June 2024), Pages (72-80)

DOI:10.52113/3/eng/mjet/2024-12-01/72-80

Research Article By:

Zain A. Ali and Ali Al-Rifaie

Corresponding author E-mail: zain.a.ali@mu.edu.iq


ABSTRACT

The service life of structural buildings may encounter dynamic loads such as impact and explosion loads, which can occur accidentally, such as vehicle collisions or explosions. As a result, studying the structural behaviour of members in dynamic scenarios is essential. In addition, the incorporation of web openings in these members is an important aspect of structural engineering. However, It leads to a complicated of factors that greatly influence the overall performance and behaviour of the structure. The purpose of this article is to review the studies on the primary factors affecting the dynamic behaviour of the cellular steel beams under impact loading. This will be accomplished by discussing experimental, numerical and analytical studies. Also, the utilized guidelines in designing buildings to resist impact loads were reviewed. The study found that incorporating a slab greatly enhances the load-bearing and shear strength of a composite beam when subjected to impact, surpassing that of a steel beam without a slab. The size and positioning of web holes greatly affect the behaviour of perforated steel beams, especially the stress distribution in these beams.

Keywords: Cellular beams, elongated web openings, impact load, composite beam, slab thickness.

Get Full Access / pdf

Mechanical and thermal properties of rubberized concrete incorporated silica fume

Muthanna Journal of Engineering and Technology

Volume (12), Issue (1), Year (30 June 2024), Pages (63-71)

DOI:10.52113/3/eng/mjet/2024-12-01/63-71

Research Article By:

Othman Hameed Zinkaah, Zainab Alridha, Musab Alhawat and Amir Khan

Corresponding author E-mail: Othman.h.zinkaah@mu.edu.iq


ABSTRACT

Rubberised concrete provides elasticity, energy absorption, lightweight, and excellent acoustic and thermal insulation.  Nevertheless, a notable drawback is its reduced compressive strength. To address this, incorporating silica fume emerges as a promising method to enhance compressive strength and overall performance. The current study aims at optimising the mechanical and thermal characteristics of rubberised concrete by incorporating silica fume as an additive. The investigation focuses on identifying the optimal ratio of crumb rubber and silica fume that yields favourable results across various properties, with a particular emphasis on compressive strength and thermal conductivity. Nine concrete mixes were developed, wherein 10% and 20% of the fine aggregate were substituted with two different percentages of crumb rubber. In addition, silica fume was used to substitute 10% and 15% of the cement. The experimental phase involved conducting tests for both compressive strength and thermal conductivity. The findings indicated a progressive decline in compressive strength as the crumb rubber content increased. This trend, however, was counterbalanced by the strengthening influence of silica fume. The density exhibited a decline with higher rubber content, but a marginal increase was observed upon the inclusion of silica fume. Moreover, water absorption tests indicated heightened absorption in the presence of rubber, countered using silica fume. Furthermore, as rubber content increased, thermal conductivity decreased, enhancing the insulating properties of rubberised concrete compared to plain concrete. Silica fume, while slightly diminishing thermal insulation in non-rubberized concrete, exhibited a negligible impact on the insulation qualities of rubberized concrete. Overall, the concrete mix comprising 20% rubber and 10% silica fume demonstrated the best performance in terms of both compressive strength and thermal conductivity. This research provides valuable insights into optimising the properties of rubberised concrete, offering a compelling pathway for sustainable construction practices with enhanced characteristics.

Keywords: Rubberised Concrete, Silica Fume, Compressive Strength, Thermal conductivity.

Get Full Access / pdf

Urban spaces as catalysts for collective memories: a study of events’ influence

Muthanna Journal of Engineering and Technology

Volume (12), Issue (1), Year (30 June 2024), Pages (53-62)

DOI:10.52113/3/eng/mjet/2024-12-01/53-62

Research Article By:

Rabee Jameel Al-Shammari

Corresponding author E-mail: rabee.jameel@uowasit.edu.iq


ABSTRACT

An event always refers to something that is often important, and in cities it refers to special spatial actions that play an important role in the future of the city and the formation of its physical entity. Cities without events live between contradictions based on the physical dimension and the search for identity within the repetitive activities of daily life. Given the importance of the relationship between individuals and the nature of the urban spaces, the event has the most important impact in understanding the nature of the differences coming from human intervention in urban spaces. The research problem comes from the focus of those interested in the material aspects more than the activities of individuals and institutions within city centers. To understand the relationship between the event and the effectiveness of architectural design, an important urban space in the Iraqi capital, Baghdad (Tahrir Square) in an important period characterized by increased social interaction was selected as part of the case study. If the event effectively affects the value of buildings and urban spaces.

Three main indicators and eight secondary indicators were extracted from the literature related to the research topic. These indicators were tested on a case study (a Turkish restaurant in Baghdad, the World Trade Towers) by a group of urban and architectural design experts to determine the feasibility of achieving the indicators. The research has arrived. It is the effectiveness of individuals within city centers that adds qualitative value to physical structures, and the culture of values takes on a collective character that represents the constants that society maintains within its moral, religious, and customary systems within cities. therefore, That Actions Qualify Spaces as Much as Spaces Qualify Actions.

Keywords: Architecture Actions, Collective Memories, Creative Production, Urban Event, Urban Spaces.

Get Full Access / pdf

Investigation of novel control strategies for grid-connected photovoltaic inverters

Muthanna Journal of Engineering and Technology

Volume (12), Issue (1), Year (30 June 2024), Pages (43-52)

DOI:10.52113/3/eng/mjet/2024-12-01/43-52

Research Article By:

Mohammed Zuhair Azeez

Corresponding author E-mail: Mohammad.zuhair@mu.edu.iq


ABSTRACT

This paper delves into the evolution and innovation in control strategies for grid-connected photovoltaic (PV) inverters, underscoring their pivotal role in enhancing the efficiency, stability, and grid compatibility of solar energy systems. Beginning with an exploration of advanced modulation techniques and adaptive harmonic filtering, the discussion extends to sophisticated control algorithms, including fuzzy logic and deep learning-based approaches. The paper highlights the significance of addressing wideband harmonics, ensuring robust system performance against fluctuations, and the need for decentralized control strategies in 250-kW PV array connected to a 25-kV grid via a three-phase converter. Furthermore, it addresses the emerging cybersecurity challenges posed by the increasing sophistication of inverter systems. The integration of intelligent control methods, nonlinear dynamic models, and smart inverter functionalities is presented as a holistic approach to optimizing PV systems for a future where renewable energy seamlessly integrates into the existing energy infrastructure. The paper concludes by asserting the indispensable role of these advanced control strategies in paving the way for a sustainable, stable, and efficient energy future.

Keywords: Photovoltaic inverter; advanced control; power quality; model predictive control; virtual impedance; grid integration.

Get Full Access / pdf

Flexural behaviour of hybrid (FRP/steel) reinforced concrete beams: a review

Muthanna Journal of Engineering and Technology

Volume (12), Issue (1), Year (30 June 2024), Pages (31-42)

DOI:10.52113/3/eng/mjet/2024-12-01/31-42

Research Article By:

Ahlam Jebur Kadhim and Othman Hameed Zinkaah

Corresponding author E-mail: ahlam.j.kadhim@mu.edu.iq


ABSTRACT

Corrosion on steel reinforcement has a substantial effect on the total lifespan of concrete buildings over time. As a result, researchers are looking at different methods to combat this issue. As a consequence of their remarkable mechanical qualities and resistance to corrosion, fibre-reinforced polymer (FRP) composite bars have gained a large amount of interest from the construction sector. In the construction of reinforced concrete (RC) structures, FRP bars may be used as an alternative to the conventional steel bars. Although the use of steel is effective, corrosion can cause cracking, spalling, and separation of steel bars in RC. Compared to steel-RC beams, FRP-RC beams deflect and shatter more due to their lower modulus of elasticity and a high prevalence of broad cracks than steel-reinforced beams. Also, FRP bars’ tensile strength at bent portions is 40-50% lower than that of straight bars. This study aims to evaluate the use of hybrid steel and FRP to reinforce concrete members, avoiding the disadvantages of using one of them as a reinforcement. The results showed that using hybrid reinforcement (steel/FRP bars) in structural components seems to improve building system efficacy by increasing load capacity, ductility, serviceability, and corrosion resistance. This technique can save maintenance costs, extend infrastructure life, and improve sustainability. Also, when the FRP to steel ratio is properly balanced, a desired level of ductility and moment redistribution can be achieved. Additionally, this study suggests conducting more investigations to determine the serviceability and structural properties of combining these materials in the long term.

Keywords: Corrosion resistance, ductility, fibre-reinforced polymer, flexural behaviour, hybrid-reinforced concrete beam.

Get Full Access / pdf

Using recycled PET waste bottles clasp of ring strips in hollow concrete blocks in Iraq

Muthanna Journal of Engineering and Technology

Volume (12), Issue (1), Year (30 June 2024), Pages (22-30)

DOI:10.52113/3/eng/mjet/2024-12-01/22-30

Research Article By:

Mohammed Tariq and Isam Alyaseri

Corresponding author E-mail: mohammed.t.a@mu.edu.iq


ABSTRACT

Solid waste is becoming a worldwide issue that must be delt with to alleviate resource depletion and to face the pollution problem. One of the major components in solid wastes is plastic. The yearly waste generation of plastics has been rising significantly. With high health problem associated with plastic waste, many approaches were introduced for recycling. Using plastic waste in concrete mix is one approach for plastic recycling that is gaining more interest globally. In Iraq, where huge amounts of plastic waste are generating daily, the need for this approach is vital. Hollow concrete blocks are of the most public building bricks used around the country. This paper aims to examine how properties of compressive strength, flexural strength, water absorption, and dry density would affect when hollow concrete blocks are used for recycling plastic waste processed as clasps of ring strips. After cutting and arranged, PET ring clasps were introduced to the mix in varying quantities (3, 4, 6, and 8) and added to hollow blocks of size 360 mm x 200 mm x 200 mm. After concrete blocks casting and curing for 28 days, they were tested for their physical properties. Most of the central physical properties of these hollow blocks were identified and showed in this study. The results showed that there was no slump before adding the clasp of ring strips, a noticeable decrease in the fresh density of the concrete as the content of PET plastic waste increases, and an increase in the compressive strength with the increase of the number of PET clasps to 6 and then decreased when increasing to 8. Results showed an increase in flexural strength for samples with clasps of ring strips. The water absorption increases with the increase of the number of PET clasps to 3, and after that, the water absorption starts to decrease with the increase in the number of PET clasps. The dry density decreases with the increase of the number of PET clasps to 3, and after that, starts to increase with the increase in the number of PET clasps. The results revealed that 6 ring clasps strips of PET (2.4 kg plastic/cubic meter of concrete) added was the optimum mix.

Keywords: Hollow concrete blocks in Iraq, recycling strips of PET plastic waste.

Get Full Access / pdf

Torsional behavior of polyolefin fiber reinforced concrete Beams of different strength levels

Muthanna Journal of Engineering and Technology

Volume (12), Issue (1), Year (30 June 2024), Pages (13-21)

DOI:10.52113/3/eng/mjet/2024-12-01/13-21

Research Article By:

Iman H. Majeed, Mazin A. Ahmed and Haleem K. Hussain

Corresponding author E-mail: pgs2350@uobasrah.edu.iq


ABSTRACT

The use of fibers has become widely adopted to enhance the properties of concrete within structural applications, enabling them to withstand various loads. In this research, an experimental study was carried out to examine the impact of incorporating polyolefin fibers (PF) in different ratios on the structural response of reinforced concrete beams to a purely torsional load. The study examined four polyolefin fiber ratios (PFR) (0.0%, 0.5%, 1.0%, 1.5%) for both normal and high strength concrete. A total of 8 reinforced concrete beam specimens were fabricated; four specimens were made of normal concrete and the remaining four were made of high strength concrete. In addition to assessing the torsional behavior of the specimens, the mechanical characteristics of the concrete were investigated. The results demonstrated that the PF had a negligible influence on the concrete compressive strength of both levels. However, the tensile and flexural concrete strengths showed an improvement as the fiber content increased. Specifically, the tensile strength increased by approximately 78% and 41% for normal and high strength concrete, respectively when using a 1.5% PFR (polyolefin fiber ratio). Likewise, the flexural strength increased by approximately 88% and 65% for normal and high strength concrete, respectively, with 1.5% PFR. The experimental torsional test results indicated that torsional performance improved with increasing PFR. The ultimate torsional load demonstrated a 74% and 45% increase for a 1.5% PFR compared to specimens without fibers for normal and high strength concrete, respectively. Additionally, the twist angle of the specimens increased with increasing PFR, reflecting an improvement in their ductility. It is worth noting that the rate of improvement decreased after reaching a PFR of 1.0%.

Keywords: Torsional Strength, Polyolefin Fiber, High Strength, Normal Strength, Pure Torsion.

Get Full Access / pdf

A review of microstructure, residual stresses, and mechanical performance for the welding spot of the alloy steel

Muthanna Journal of Engineering and Technology

Volume (12), Issue (1), Year (30 June 2024), Pages (01-12)

DOI:10.52113/3/eng/mjet/2024-12-01/01-12

Research Article By:

Muhaed Alali, Raghda Hamdan Jiyad and S.M. Thahab

Corresponding author E-mail: raghda.hamdan.jiad@gmail.com.


ABSTRACT

Spot welding joins various steel types across diverse applications. Notably, it plays a crucial role in automotive manufacturing, where over 5000 spot welds contribute to the structural integrity of each car. This complex process relies on heat and pressure to create “nuggets” of melted metal that bond the sheets together. However, the rapid heating and cooling involved induce significant changes in the material’s microstructure, mechanical properties, and residual stresses. These stresses arise from non-uniform expansion and contraction during welding, as well as from phase transformations due to localized heating and cooling. This study delves into these microstructural changes, residual stresses, and mechanical behaviors of spot welds. Additionally, it investigates how welding parameters like current, time, and force influence the joint’s strength and residual stresses.

Keywords: Resistance Spot Welding, Microstructure, Residual stresses, Alloy steel.

Get Full Access / pdf

Preparation and characterization of nano – porous PMN-PT ceramic

Muthanna Journal of Engineering and Technology

Volume (11), Issue (2), Year (30 December 2023), Pages (91-95)

DOI:10.52113/3/eng/mjet/2023-11-02/91-95

Research Article By:

Firas Fouad Abdullah

Corresponding author E-mail: firas77fuad@gmail.com


ABSTRACT

The inter-granular-Nano porous 0.65PMN-0.35PT ceramic abbreviated as “PMNT were fabricated for the first time by introducing pore forming agent multi walled carbon nanotubes (MWCNT), the thermal analysis of Nano tube, and the effect of MWCNT ratio on their density, phase analysis, microstructure were investigated. the complete burnout of the MWCNT as pore forming agent was about 850℃. The ideal sintering procedure of PMNT ceramic was arranged in agreement with thermo gravimetric reading of Nano material.  XRD test indicated that MWCNT as Nano voids shaping factor did not influence on PMNT ceramic crystallographic structure. The porosity of PMNT ceramic 24% more than that of pure sample while the density difference between dense and porous was very low ~1.53 g/cm3 at a fixed MWCNT addition.

Keywords: 0.65PMN-0.35PT, Nano Porous ceramic, MWCNT, sintering, FESEM and XRD.

Get Full Access / pdf

Ferrate Potassium used as oxidant and coagulant for organic removal in produced water

Muthanna Journal of Engineering and Technology

Volume (11), Issue (2), Year (30 December 2023), Pages (84-90)

DOI:10.52113/3/eng/mjet/2023-11-02/84-90

Research Article By:

Thabit Fadhil Hssouney

Corresponding author E-mail: thabit.fadil@mu.edu.iq


ABSTRACT

In current study, an assessment has been done for the efficacy of using coagulation and oxidation technique for removing organic pollutants from industrial water of petroleum refinery, that will give an advantage to reuse treated water, and reduce environment pollutions. The study shows at low Fe (VI) concentrations potassium ferrate (VI) (K2FeO4) has outstanding antiseptic possessions and can deactivate a wide range of microorganisms. In addition, using Fe (VI) presenting Fe (III) as a byproduct, which is a harmless and an ecologically friendly substance ion, because its treatment does not produce any chlorination. For the data, the experimental designed via response surface methodology by the Box-Behnken design remained rummage-sale to analyze the three effects operating limits: ferrate concentration, oxidation time, pH, and their properties on the approach of the aforementioned pollutants removal. The study revealed that the constancy of potassium ferrate solution peaked at a pH of 6-7 and that a high concentration of ferrate solution was more stable than a low concentration.

Keywords: Produced water, oil /water emulsion, refinery wastewater, water treatment, BBD.

Get Full Access / pdf

Analytical performance evaluation of MIMO-FSO under meteorological turbulence using link range, bit rate and transmitted power

Muthanna Journal of Engineering and Technology

Volume (11), Issue (2), Year (30 December 2023), Pages (77-83)

DOI:10.52113/3/eng/mjet/2023-11-02/77-83

Research Article By:

Mustafa H. Ali

Corresponding author E-mail: mustafa.h@uomustansiriyah.edu.iq


ABSTRACT

In order to fulfill our modern world demand, Free Space Optics (FSO) is developed. And (multiple input multiple output) MIMO-FSO systems have been put in place to analysis and implement the exhaustive achievement for transfers the data in wider bandwidth and in the form of light waves to achieves higher data rate transmission using different encoding schemes executed with four various communication channels. The various meteorological turbulence such as wind, snow, fog, rain, etc significantly affected MIMO-FSO transmission medium performance as means of reception and transmission FSO system employ direct detection and intensity modulation. MIMO-FSO systems simulation has been analyzed as a function of link range, bit rate and transmitted power, however, FSO widespread growth has been restrain by reliability issues and availability. With consideration to the value of Q. Factor, Eye Diagram and BER. The Simulation results characterize that MIMO-FSO system play a good solution with meteorological turbulence. Compare to the low power and minimum distortion for long distance While maintaining reliability. The result displayed that RZ is the preferable type of modulation accommodate a large value of Q-factor. while NRZ allocate on top of Q-factor values in case in MIMO-FSO. It is precious noticing that improving the achievement of MIMO-FSO system is highly dependent on the Meteorological turbulence, specially by link range, bit rate and transmitted power. However, noting this performance increasing led to cost and complexity also increases.

Keywords: BER (Bit Error Rate), Q-Factor, Free Space Optics (FSO), Meteorological Turbulence, Eye Diagram, MIMO (Multiple Input Multiple Output).

Get Full Access / pdf

Structural behavior of high strength SIFCON corbels

Muthanna Journal of Engineering and Technology

Volume (11), Issue (2), Year (30 December 2023), Pages (62-76)

DOI:10.52113/3/eng/mjet/2023-11-02/62-76

Research Article By:

Hanadi F. Frhaan and Aqeel H. Chkheiwer

Corresponding author E-mail: hanadi2297@gmail.com


ABSTRACT

This research focuses on the investigation of corbels constructed using slurry-infiltrated fiber concrete (SIFCON). A total of twelve SIFCON corbels were fabricated in a controlled laboratory setting, with each corbel varying in certain parameters. These parameters include the volume fraction of steel fibers, which were set at three different ratios of 5, 6, and 7%. Additionally, the study examined the influence of the shear span to effective depth ratio, with values of 0.4, 0.5, and 0.6 being considered. Furthermore, the impact of a combination of micro and hook fibers, as well as the effect of reinforcement steel bars, were also investigated. The variables have affected on the mechanical properties of concrete, including the percentage of fiber, as by increasing the percentages, notice an improvement in the performance of the concrete, ultimate load, and cracking loads, also a reduction in deflection. The augmentation of steel fiber content from 5 to 7% resulted in notable enhancements in splitting tensile strength and flexural strength, with increases of approximately 32 and 22.4% respectively. Additionally, the compressive strength and modulus of elasticity shown improvements of approximately 11.3 and 12% respectively, where the effect of the shear ratio on the models was negative, as this effect appeared on the ultimate load, and on the crack load. The crack modes exhibited a flexural tension. These cracks initiated at the junction lines between the corbel and the column, or in its vicinity, and subsequently spread along the face of the column.

Keywords: High strength, Ultimate load, corbels, SIFCON, Steel Fiber, cracking Load, shear span and effective depth.

Get Full Access / pdf

Concrete deep beam with strut reinforcement

Muthanna Journal of Engineering and Technology

Volume (11), Issue (2), Year (30 December 2023), Pages (47-61)

DOI:10.52113/3/eng/mjet/2023-11-02/47-61

Research Article By:

Hussein Kamal Kadhim and Mazin Diwan Abdullah

Corresponding author E-mail: pgs.hussein.kamal@uobasrah.edu.iq


ABSTRACT

The study numerically examined eight concrete deep beam specimens seven with strut and one reference with normal reinforcement the reinforcement quantity varied among the specimens, yet none exceeded the amount present in the reference sample. In instances where an excessive amount of reinforcement was situated in the strut area, it was judiciously redistributed to bolster the reinforcement configuration of the specimens. The specimen tested using abaqus program. Upon examining the results, it was observed that the strut reinforcement technique was more effective than conventional reinforcement, providing an (5% to 10%) increase in maximum load capacity depending on the type of concrete used. Additionally, it resulted in a decrease of (6 to 42%) in the amount of compression reinforcement needed. The study also revealed that having additional reinforcement, such as shear reinforcement or any other reinforcement, in the mid-span of a deep beam and away from the stress zone does not provide any significant benefit, unlike reinforcement in the stress zone, which increases the strength of the beam. It was also noted that cracks are formed in the shear and flexural zones at reference specimen when a load less than the specimens with strut is applied. The displacement in specimens with strut was less than of reference sample. It was also found that strain in specimens with strut reinforcement was lower than in reference specimen.

Keywords: Deep beam, Strut and tie specimen, Reinforcement strut, strain, two points load, Abaqus program.

Get Full Access / pdf

The disconnection of the style of the urban scene from the historical axes: Al-Rasheed Street is a case study

Muthanna Journal of Engineering and Technology

Volume (11), Issue (2), Year (30 December 2023), Pages (36-46)

DOI:10.52113/3/eng/mjet/2023-11-02/36-46

Research Article By:

S. A. Rasheed

Corresponding author E-mail: saraa.kubbah@uokufa.edu.iq


ABSTRACT

The research investigates the urban scene as a witness to the city’s memory and heritage and an expression of its cultural values. The urban scene, if sudden and unstudied visual images appear in it, and thus the emergence of different models between one axis and another, hence the research problem (disruption of the relationship between the constituent styles of the urban scene within the historical axes and the emergence of sudden visual images), Therefore, the research will aim to determine the reasons for the discontinuity in the visual sequence of the style and the emergence of sudden visual images of the urban scene. However, Baghdad, with its high cultural value, began to be interrupted as a result of interventions, which separated many parts of it from the urban style around it. The research will depend on the qualitative approach. The research concluded that Al-Rasheed Street suffers from a visual interruption in some parts of its urban scene as a result of social reasons related to individual or political transgressions related to the absence of penalties or economic ones related to the increase in the value of the land, in addition to the impact of the urban side that results in the removal or demolition of historic buildings. Furthermore, this led to a negative impact on the model of Al-Rasheed Street.

Keywords: discontinuity of visual images, urban scene, historical axes, isolated icons, style.

Get Full Access / pdf

Ultrafast ultrasound imaging beamforming techniques: a review

Muthanna Journal of Engineering and Technology

Volume (11), Issue (2), Year (30 December 2023), Pages (30-35)

DOI:10.52113/3/eng/mjet/2023-11-02/30-35

Research Article By:

Shahad A. Thanoon, Zainab Alomari and Mahmood A. Mahmood

Corresponding author E-mail: shahad.abdulsalaam2021@stu.uoninevah.edu.iq


ABSTRACT

Ultrasound imaging, commonly known as sonography, is a medical diagnostic procedure that generates images of interior organs and tissues within the body by using high-frequency sound waves. Because of being non-ionizing, inexpensive, reproducible, non-invasive, simple-to-use, and able to display flow data performance characteristics, ultrasonic imaging has gained international interest. As a result, researchers and engineers sought to improve image quality. Image enhancement methods are used to minimize noise in medical image and raise the quality of imaging in term of contrast, speckle homogeneity and resolution and reduce artifacts that produced from proposed algorithms. Several academic papers in the literature use traditional image enhancement approaches. The primary goal of this paper is to highlight the properties and limitations of a number important and commonly used image enhancing techniques that aim to overcome the reduced imaging quality that result from unfocusing of plane wave imaging.

Keywords: Ultrasound imaging, Ultrasound enhancement, Minimum variance, Eigenspace-based minimum variance, Ultrafast imaging.

Get Full Access / pdf

A prediction of axial capacity of rectangular concrete filled steel tube columns using neural network

Muthanna Journal of Engineering and Technology

Volume (11), Issue (2), Year (30 December 2023), Pages (09-29)

DOI:10.52113/3/eng/mjet/2023-11-02/09-29

Research Article By:

Ali Abdullah Hassooni and Hussein Yousif Aziz

Corresponding author E-mail: ali.abdullah1230@gmail.com


ABSTRACT

In recent decades, Concrete filled steel tube (CFST) columns have been widely utilized in construction due to their high strength, ductility, energy absorption, fire resistance, and cost reduction due to the absence of formwork. Estimating the Axial compressive capacity (ACC) of short rectangular CFST columns has been the subject of numerous experiments. In this study, artificial neural network was used to make predictions regarding the ACC of CFST columns. Multi fed forward back propagation and Adaptive neuro fuzzy inference system were used. 512 experimental tests were collected from the literature. One thousand models for multi fed forward back propagation and one hundred for adaptive neuro fuzzy inference system were trained and tested. artificial neural network models are evaluated by using statistical analysis to validate and test the prediction models. The best models were selected by using the Root mean square error (RMSE) and Coefficient of determination (R2). Using the RMSE, R2, and Mean absolute percentage error (MAPE), the best models were compared to design code formulas. As a result, the best model performed much better in every performance measure. The best model for multi fed forward back propagation has better performance in comparison with the best model for adaptive neuro fuzzy inference system. For interested users and researchers, a graphical user interface was created using the best model for multi fed forward back.

Keywords: Artificial neural network, Multi fed forward back propagation, Adaptive neuro fuzzy inference system, Concrete filled steel tube columns, Axial compressive capacity.

Get Full Access / pdf

Vibration faults detection using wireless and neural network

Muthanna Journal of Engineering and Technology

Volume (11), Issue (2), Year (30 December 2023), Pages (01-08)

DOI:10.52113/3/eng/mjet/2023-11-02/01-08

Research Article By:

Auda Raheemah Odhaib, Abbas Swayeh Atiyah and Mohammed Zuhair Azeez

Corresponding author E-mail: auda@mu.edu.iq


ABSTRACT

The maintenance cost is the main challenge of the industrial environment especially that related to the expansive machine. Many faults caused damage to the machine as the oil flow, pressure, vibration, and temperature. The vibration fault of the rotating machine is producing damage if been in the danger zone. In this work, the vibration fault of the induction motor has been detected and classified based on wireless and artificial intelligence techniques. The C++ code was utilized to design and implement the wireless sensor, while the MATLAB code was used for the constructed artificial intelligent part. The results showed that the vibration error can be detected early if the beam length is reduced in the wireless sensor. The system was designed based on utilizing the wireless sensor (sensor of vibration, microprocessor, Zig Bee), while the second part contained the coordinator to collect data from the wireless sensor and the cod for processing and analyzing data within a computer. The method proposed in this work shows that the processing time required to collect and analyze vibration data is 2.63 seconds, which is less than the processing time in other methods. The system can be used with other types of machines based on the training of new neural networks to obtain new information to reduce detection time and classification.

Keywords: Vibration faults detection, faults detection methods, wireless sensor networks, neural network.

Get Full Access / pdf

World highways pavement management system: an overview

Muthanna Journal of Engineering and Technology

Volume (11), Issue (1), Year (30 June 2023), Pages (33-39)

DOI:10.52113/3/eng/mjet/2023-11-01/33-39

Research Article By:

Atheer Muhammed Ali and Ali M. Lafta

Corresponding author E-mail: atheer.muhammed@mu.edu.iq


ABSTRACT

In all countries around the world, roads and highways constitute a vital and significant component of the transportation infrastructure and are crucial for the growth of local economies and societies. The term “Pavement Management System” (PMS) refers to a precise and systematized arrangement of defined procedures for collecting, analyzing, maintaining, and reporting pavement data that enables decision-makers to identify the most suitable arrangements and strategies for maintaining the pavements in the functional order for a given specific period at the least profitable cost. To maximize results within a certain budget, the system will next prioritize and suggest pavement rehabilitation and maintenance. The maintenance system in use tracks a variety of elements, including the cost of the activities required to conduct maintenance and the types of materials, personnel, and equipment. After segmenting the road into sections, this technique uses visual or automated field inspection, and its data is subsequently entered into a database. Following the analysis of this data, either by software or by a subject-matter expert, recommendations for the project will be given in the future. Next, based on the budget that is available, the type of surface, and the state of the road, the PMS develops a deterioration curve for each segment of the road. Finally, it chooses the best cost-effective maintenance approach. All of this is precisely accomplished using a PMS, which offers the right pavement treatment at the right time to extend the pavement’s life for a reasonable amount longer and at a lower maintenance cost.

Keywords: Highway, Transportation, Materials, Deterioration, Budget.

Get Full Access / pdf

A new method for predicting and controlling security risk in sensor networks using big data analysis

Muthanna Journal of Engineering and Technology

Volume (11), Issue (1), Year (30 June 2023), Pages (26-32)

DOI:10.52113/3/eng/mjet/2023-11-01/26-32

Research Article By:

Wisam Mohammed Abed and Mohanad Hameed Rashid

Corresponding author E-mail: rashid_mohanad@yahoo.com


ABSTRACT

Sensor network programs that predict and control security have been studied using a huge amount of data. This work views The inadequacy of current security measures is a problem with security standards. To make it simpler to choose security measures that would meet needs, have an impact on genuine security, and maintain track of the network’s counting process, the concept of a “network security line” has been proposed. Network security was altered both before and after the event, according to these changes. The security of the topology is then assessed as a counterattack defense utilizing a number of stochastic process-based models. Lastly, by creating a distributed data model, a risk-receiving data model, data feature removal, reconstruction, and an evaluation approach are used to create the experimental risk model. According to the testing findings, when the distance is between 10 and 40 meters, this method is more than 90% successful. The operating power, which is less than the standard requirement, is 196~461 Hz. They perform better in real-time than conventional models. The date timing discrepancy is no more than 0.3 seconds. Despite the improved precision, the relative error is reduced by 3%.

Keywords: sensor networks, controls security, network security, real time.

Get Full Access / pdf

Finite element modelling of steel beams with web openings under impact load

Muthanna Journal of Engineering and Technology

Volume (11), Issue (1), Year (30 June 2023), Pages (16-25)

DOI:10.52113/3/eng/mjet/2023-11-01/16-25

Research Article By:

Maryam Jebur Al-Sultan and Ali Al-Rifaie

Corresponding author E-mail: maryamjabr168@gmail.com and maryam.j.k@mu.edu.iq


ABSTRACT

In this study, the dynamic response of steel beams with hexagonal web openings (SBHWOs) is numerically examined. ABAQUS was used to create precise 3D nonlinear finite element models (FEMs). The impact forces, displacement histories, and failure shapes from published experimental tests were used to verify the FEMs built in the current study. Both the numerical and experimental results were found to be in good agreement in terms of displacement and failure shape, in addition, to impact force. It has been established that the FE models proposed were capable of addressing the entire response of the samples in elastic, plastic, and damage stages, despite the slight variation in the level of accuracy that was observed. Furthermore, the current study examined the relationship between impact energy, opening spacing, and opening height to determine how these factors affect the dynamic responses of SBHWOs. The results showed that both the magnitude of the displacement and the duration of the impact increase as the impact energy does. The maximum impact force was higher, but the impact duration and after-impact displacement were both lower when the opening spacing was increased. Increasing in opening height led to decreases in maximum impact force and average plateau impact force corresponding to an increase in impact duration and post-impact displacement.

Keywords: Dynamic response, finite element method, hexagonal web openings, impact, steel beams.

Get Full Access / pdf