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Aeration Tank Behavior in the Activated Sludge Wastewater Treatment Plant Startup Conditions Case study; (Wastewater Treatment plant of General Mosul hospital- IRAQ)

Aeration Tank Behavior in the Activated Sludge Wastewater Treatment Plant Startup Conditions
Case study; (Wastewater Treatment plant of General Mosul hospital- IRAQ)

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 1, Issue 1, July 2013, Pages 01-13
DOI: 10.52113/3/mjet/2013-1-1/01-13
Research Article:

Riyadh Mahmood Saleh Al-Obaidi

Environment Research Center/Mosul University, Iraq

E-mail addresses: Rystar_sun@yahoo.com

 

 


 

ABSTRACT

The biological unit in the wastewater treatment plants can be considered the most sensitive treatment units. It begins work with dynamic conditions for several weeks until reach the steady state conditions. Therefore, this study was done to observe aeration tank behavior (activated sludge unit) in the wastewater treatment plant of general hospital complex of Mosul city. Sampling made daily for more than 30 days. The biological treatment monitoring parameter was tested. The study shown that there is need to about 45-60 days to complete the start up work to be the operation stable and successful (if it worked without seeding). There was simple growth of microorganisms with modest treatment of organic matter, and then it rose after 3 first weeks of operation. There was contrary relationship between organic content and suspended solids in the aeration tank; an equation of this relation has been presented. The pH has risen in the first days in the effluent wastewater, then return to be less than influent pH with a relative relation with the activity of the microorganisms and surface aeration in the tank. The EC was simply reduced in the Effluent along with the study.

Keywords: activated sludge, startup, operation, aeration tank.

 

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The Method and Intellectual Repercussion in Architecture

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 8, Issue 2, Oct. 2020, Pages 17-24
DOI:10.52113/3/mjet/2020-8-2/17-24
Research Article:

Ahmed Hashim Hameed a

Basim Hasan Hashim a

a University of Technology / Architectural Eng. Dept. – Baghdad, Iraq

E-mail addresses: 90047@uotechnology.edu.iq

 


ABSTRACT

The architectural studies in general dealt with the study of several concepts that have an important role in the design part as well as providing preparation and support of its requirements, procedures, and rules for a variety of aspects and details. The current research directed towards a specified study of the relationship of two influential concepts within the frame-work of architectural design. These concepts are; the method and its relationship to the state of intellectual repercussion with the necessity of introducing, clarifying and defining the general knowledge frameworks for the nature of those rela-tions and the effect of the indicators of that situation with respect to the general knowledge about them.
This research is Directed to define the general frameworks of the basic research concepts, which are both the method and the repercussion with other concepts that are influential, design, thought or thinking, to determine the cases of interconnec-tion between them and then to refer these cases to several levels, and to propose the models adopted from the studies and architectural proposals, which will determine the indicators needed to define the situation The correlation between the basic concepts of research (method and repercussion) within the framework of the field of architecture to show that the final out-come refers to the adoption of the repercussion as an instrument or preparation for the benefit of the method within the ar-chitectural design

Keywords: Method, design, idea, thinking, repercussion.

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Affordable Housing and Cost Reduction Factors for Affordable Housing

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 8, Issue 1, Aug. 2020, Pages 32-41
DOI:10.52113/3/mjet/2020-8-1/32-41
Research Article:

Moheamen Basim Ibrhim

Asmaa Khalid

University of Technology/ Architectural Eng. Dept.

E-mail addresses: moheamen.alyassiry@gmail.com

 


ABSTRACT

The importance of affordable housing has emerged recently due to the suffering of most urban areas and developing countries in particular from the high rates of population growth and migration to cities, in addition to the conditions of poverty and war, which led to the loss of many families for their housing units. (The need for a comprehensive knowledge framework clarifying the concept of affordable housing, choosing the best housing type and cost reduction factors (facilitation aspects) at the local level in light of the country’s urgent need for affordable housing.) Accordingly, the objective of the research was to: (Provide a comprehensive knowledge framework that clarifies the concept of affordable housing and choose the best housing type and cost reduction factors (facilitation aspects) in accordance with local privacy).

The research hypothesis : (The factors and means of reducing housing costs (aspects of facilitation mentioned in the research) at the two levels (housing complex and housing unit) as well as choosing the housing style (vertical or horizontal) a role in achieving the principle of affordable housing and solving a large part of the housing crisis.

For the purpose of solving this problem, three phases were identified, including the construction of a theoretical framework, which included (4) vocabularies (characteristics of affordable housing, cost-raising factors, cost reduction factors, and dimensions of affordable housing). This is followed by the application of these vocabulary by electing two local samples. The extent of facilitation and comparability between them. The results showed that the vertical building pattern (residential buildings) is characterized by its lack of large areas of residential land, thus it is characterized by being less expensive than horizontal construction. This does not prevent investors from building high-quality residential towers targeting the rich.

Keywords: Affordable Housing – Better Housing – Cost Reduction

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Design a Solar Powered Evaporative Cooling System D.C Motors with Peltier Device

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 8, Issue 1, May. 2020, Pages 26-31
 DOI:10.52113/3/mjet/2020-8-1/26-31
Research Article:

Mohammed Hammoodi Jasima

Karrar A. Alakoulb

Hussein Kareem Sultan c

a Department of Electrical Engineering, Technical Institute/ Al-Rumaitha, Al- Furat Al- Awsat Technical

  b, c AL-Muthanna University, College of Engineering, Samawa

E-mail addresses: mlakmhmd5277@gmail.com

 


ABSTRACT

The research shows employing sundog cells for cooling process by design, progress of “evaporative cooling system “. All this to offer inexpensive method, devours more virtue as well as few energies in contrast with ordinary “evaporative cooling system”. Consequently, this paper focuses “in the design and creation ” direct current (DC) evaporative cooling system” incorporated with “photovoltaic (PV) system” formed from “PV panels, solar charger, converter, batteries” and insert to innermost of refrigerator by peltier . “Evaporative cooling system” depend on stellar also work in free areas. Also, solar energy is charge effectual, renewable, no environmental pollution. So finally fantastic method.

Keywords: Solar energy, Centrifugal fan, Evaporative cooling, D.C pump, Battery and peltier

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The Effect of the Spatial Organization Characteristics in Reducing the Crime in Al-Hila City

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 8, Issue 1, Aug. 2020, Pages 01-09
 DOI:10.52113/3/mjet/2020-8-1/01-09
Research Article:

Ameera Jaleel Ahmed

Sabah Mohamed abd Mosehab

University of Babylon/ Faculty of Engineering/ Architecture Department

E-mail addresses: ameera_jaleel @ yahoo.com

 


ABSTRACT

The present work is about an organized crime which is considered a serious phenomenon that generally comes upon the world and especially in the Iraqi area. In recent decades, Al- Hilla City has suffered from spread variety of crimes, which lead the citizens to lack the sense of security. For this reason, it is seen it is significant to study this phenomenon with a new parallel phenomenon which causes their appearance. In addition, it is thought that this topic has not been tackled yet. The problem of the study lies in the lack of holistic scientific knowledge about the role of the synthetic properties of spatial organization for the city of Al- Hilla in crime growing. The study aims at establishing a holistic knowledge of that role. To deal with the problem of the research, an inductive approach (descriptive- analytical) has been adopted. The data is got from the responsible security institutions and is analyzed through invest the calculation method (space syntax).

The results of the research showed that there are four areas ((4 zones) where crime is concentrated in the city and the growth of crime is related to the change of the synthetic characteristics of spatial organization (Connectivity, control, and Integration) of urban space. On the other hand, the diversity of crime in urban areas is related to other parallel phenomena and not to the structural characteristics of urban space.

Keywords: Urban Environment, Spatial organization, Connectivity, Integration, control

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Practical study on the electrochemical simultaneous removal of copper and cadmium from simulated wastewater using rotating tubular packed bed cathode

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 7, Issue 2, December 2019, Pages 90-100
 DOI:10.52113/3/mjet/2019-7-2/90-100
Research Article:

Jenan H. Hemeidan
Ali H. Abbar

Chemical Engineering Department -Faculty of Engineering – University of Al-Qadisiyah-Iraq

E-mail addresses: hussainjenan@yahoo.com

 


ABSTRACT

The simultaneous removal of copper and cadmium from a simulated wastewater using rotating tubular packed bed of woven screens electrode was investigated. The effect of weight present of each metal on the removal efficiency and current efficiency was studied. The experiments were carried out at current 1.5 A, rotation speed 450 rpm, pH=2, and total concentration of metals (300 ppm) at different weight percent of each metal. The results showed that the removal efficiency of copper increased from 93.5 % to 99.33% as its weight percent increased from 20% to100%. In a similar fashion, the removal efficiency of cadmium increased from 80% to 90% as its weight percent increased from 20% to100 %. The results confirmed that the removal efficiency of any metals decreased in the presence of other metal. The results established that current efficiency for the simultaneous removal of copper and cadmium decreased with increasing of electrolysis time and Cd percent weight or decreasing of Cu weight percent. Current efficiency is higher at the initial stage of electrolysis and then declined with increasing time for all weight percent of metals.

Keywords:  Copper, Cadmium, Three-dimensional electrodes, Rotating cylinder electrode, Woven screens, Electrodeposition

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Efficiency Development of Light Weight High Strength Concrete by using Carbon Fibers.

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 7, Issue 2, December 2019, Pages 82-89
 DOI:10.52113/3/mjet/2019-7-2/82-89
Research Article:

Haider Araby Ibrahim

Mohammed Bally Mahdi
Basim Jabbar Abbas

Civil Engineering Department, Al-Muthanna University, Samawa, IRAQ

E-mail addresses: arabyhaider@yahoo.com

 


ABSTRACT

This study aims to progress brittleness of the high strength lightweight aggregate concrete (HSLWAC) by using Porcelinite stone as light weight aggregates and silica fume with water cement ratio 0.28 to give 41.34 MPa compressive strength at 28-days and reinforced with carbon fibers. Fifteen mixtures using in this work with three various lengths of (5mm, 10mm, and 20mm), five mixes for every length with volume fractions (0.25%, 0.5%, 1.0%, 1.5%, and 2%) of carbon fibers. The slump test, compression strength, flexural strength, splitting tensile strength, and modulus of elasticity were investigated to determine the mechanical properties of (HSLWAC). The density of reference (HSLWAC) that was get through the experimental work was (1835 Kg/m3) at (28) days. The results shown that at general, the brittleness of (HSLWAC) improved with increased the content and length of carbon fibers, The optimum properties was for mix (L5) of 20mm length and 2% of carbon fibers of 45.44 MPa, 3.21MPa ,and 6.97MPa for compression strength, flexural strength, splitting tensile strength respectively.

Keywords: Light weight high strength concrete, Carbon Fibers, Silica Fume, compressive strength.

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Enhancement of Electric Field of Bowtie Nanoantenna

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 7, Issue 2, December 2019, Pages 71-81
DOI:10.52113/3/mjet/2019-7-2/71-81
Research Article:

Gufran A. Hassan

Jawad A. Hassan

department of electronic and communication engineering,University of
Baghdad Institute of Laser for Postgraduate Studies, Baghdad –Iraq

E-mail addresses: gofabdh@gmail.com

 


ABSTRACT

A nanoantenna is designed to transform high frequency into energy. The proposed antenna is made of aluminum. are shaped with a pair of nanoparticles brought in close nearness. Antennas separated by small gap sprinted on a Si layer, which is designed as a flat-edge bowtie, with a ground plane at the under most of the substrate with a feeding putting in the gap of the bowtie antenna. The proposed antenna is designed using 3D￾electromagnetic solver (CST) programs and analyzed for the optimization of metal thickness, gap size, and geometrical length. Simulations are conducted to investigate the behavior of the nanoantenna illuminated by the linearly polarized plane wave. The nanoantenna parameters such as substrate
thickness, feeding size, feeding type, and feeding material were changed to select the most efficient nanoantenna with a large directivity in our reaserch find the nanoantenna make a high electric field enhancement in their gap region. This specialty can be employed for SERS or bioventing to improve
the detection limit and measure the presence of single molecules. For this, it is necessary to create antennas with enough small gaps, to be capable to recompense for the defects created during the fabrication process and reach antenna characteristics that are close to the ones presage by simulations.
The numerical simulations are studied to improve the best E-field of the antenna within the 250–700 THz frequency range. The proposed antenna offers multiple-resonance frequencies and good return loss in the frequency band of 310 THz, as well as an output electric field of 5.48 v/m to 7.8 v/m. Upon changing the type of feeding in the gap (without feeding, air feeding, dielectric silicon, or feeding),and we find that when using the air between the gap, the S-parameter is (-12.9) dB at the resonance frequency of (531.3) THz
and the directivity is 7.41 dB at 666 THz incident frequency.

Keywords: electric field, plasmonic, s-parameter, directivity.

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Urban Visual Quality Of Traditional Kut City Center

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 7, Issue 1, June 2019, Pages 57-64
DOI: 52113/3/mjet/2019-7-1/57-64
Research Article:

Hussam S. O. Aldelphi

Wasit University- Eng. College / Department of architecture –Iraq

E-mail addresses: hsachit@uowasit.edu.iq

 


ABSTRACT

This paper addresses of urban visual quality at Traditional Kut City Center as an important part of urban life concept. Where most of the traditional city centers suffer from unorganized interventions and urban disruption, affecting the identity and future of the city and its quality of urban life. To achieve the objectives of this paper, the study area was divided into three main areas: the river side, the middle part, and the part overlooking the residential units. A quantitative analysis of the city center (the three parts) was prepared and analyzed using the SWAT method.

A questionnaire was prepared and answered by a group of experts with expertise and specialization in the field of urban design and architecture to answer the set of axes allocated to the questionnaire. The research found that there is a positive correlation between these indicators. The more attention is paid to the visual urban image indicators of the traditional city center, the clearer the urban environment will be, thus increasing the city’s visual value and quality of life.

To improve the urban visual quality at Traditional Kut City Center, the research considers the need to attention of three vertical indicators, and look at to urban sustainability as an important part of enhancing the visual quality of the city center, where sustainability works with visual quality first by determining the standards of construction and urban intervention of The traditional city of Kut, And secondly, the morphological formation of the traditional center which is the main factor in the concept of enhancing the visual quality of urban centers in the cities.

Keywords:  Visual Quality, quality of life, urban identity, Traditional City, Alkut City Center.

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NON-LINEAR ANALYSIS TO IMPROVE PUNCHING SHEAR STRENGTH IN FLAT SLAB USING Z-SHAPE SHEAR REINFORCEMENT

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 7, Issue 1, June 2019, Pages 65-70
 DOI: 10.52113/3/mjet/2019-7-1/65-70
Research Article:

Abdulnasser Mohammed Abbas

Haleem K. Hussain

Ahmed Sagban Saadoon

Department of Civil Engineering, College of Engineering, University of Basrah

E-mail addresses nasser21272@gmail.com


ABSTRACT

Currently, flat slabs become one of the widely used structures due to its architectural benefits such as uncomplicated formwork, flexibility and minimum construction time. However, these structures are relatively weak to resist the punching shear due to a considerable lowering in stiffness induced from the development of cracks that resulting from axial and seismic loads. Moreover, the punching failure is considered a brittle failure caused by the transferring of unbalanced moments and shear forces between the structural members. Unfortunately, this may cause a catastrophic collapse, especially in the region of the slab-column. Therefore, many experimental and theoretical studies were done to improve the punching strength of the flat slab. In the current work; a finite element three-dimensional non-linear analysis has simulated by ABAQUS tool to investigate the structural behaviour of flat slab. Two specimens have considered, the first is a flat slab reinforced by ordinary steel reinforcement. While in the second one, a Z-shape shear rebar improvement has been added to the slab-column connection. The proposed model has reflected a reasonable enhancement to the flat slab. The analysis considers different parameters such as punching shear forces, deformations, and stresses of Von-Mises. The outcomes indicate that punching shear strength is increased by approximately 11.1%, and the deflections are decreased by 77.3% when the Z-shape reinforcement is used. In the meantime, stress concentrations were reduced and move from the slab-column connection.

Keywords: Flat slab, punching shear, shear reinforcement, FE analysis, ABAQUS

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Architecture between Islamic thought and the phenomenon of deconstruct

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 7, Issue 1, June 2019, Pages 44-56
 DOI: 10.52113/3/mjet/2019-7-1/44-56
Research Article:

Abdullah Saadoon Salman  

Department of Architecture, University of Technology Baghdad

E-mail addresses: absallah.asadoon@yahoo.com

 


ABSTRACT

What inspires the learner or scholar in the field of architecture, as a need to satisfy, is the ability of the architect to deal with many of the architectural trends at the same time through the identification and investment in the creation of architectural configurations acceptable or have the balance among many architects. This approach has united the idea that architecture originated from a single source connected to man and his continuous quest to create an acceptable and acceptable environment. What interested the research is dealing with the Islamization of deconstruct architecture.

The research found the emerged from the architecture of deconstruct has achieved disjointed products of interpretation has been struck with the intention of the concept of unification in the architecture of Islam by abolishing the social concept and the impact of this in the creation of a unified architecture. While dealing with the texts shown in the Quran has achieved deconstruct as a purification of information by dealing with the phenomenon of production, it maintains its composition and do not deal with the deconstructive vision common to them. Or the circumference of the phenomenon as manipulated by the deconstruction through a distortion of the apparent configurations.

Keywords:  Islam, thought of deconstruct, architecture thought.

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Influence of PVC Fiber Reinforcement on Shear Strength in Concrete Beams

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 7, Issue 1, June 2019, Pages 34-43
 DOI: 10.52113/3/mjet/2019-7-1/34-43
Research Article:

Kadhim Zuboon Nasser

Ali Abdulhasan Khalaf

and Fadhil Kamil Idan

Civil Engineering Department, College of Engineering, university of Basrah , Iraq

E-mail addresses: Kadhimzuboon@gmail.com

 


ABSTRACT

This study adopted the investigation of the effect of a material that can be used as an alternative to steel reinforcement of shear in reinforced concrete beams, as the most susceptible to corrosion to which reduces the time service of the concrete structures and increase the maintenance costs is the steel reinforcement of shear for the closeness of surface of concrete. Therefor non-corroding material is needful for concrete structures and PVC fiber reinforcement is chosen. Experimentally nine reinforced concrete beams have been tested to determine the effect of PVC fiber reinforcement on the concrete beam resistance load, the load of cracks, deflection achieved and distribution with dimension of cracks. Three volume fraction ratios were taken for PVC fiber reinforcement (0, 0.25 and 0.5), which were identical to the shear reinforcement used in this research (0,0.29 and 0.54). All the concrete beams were tested with in on one program by applied a center load from the top in the middle to the failure load and the results were impressive. The specimens containing the PVC fiber reinforcement percentages achieved a remarkable increase in the crack and ultimate load of the concrete beams before and after cracks with direct effect in changing the failure type. While the deflection achieved due to the increase in PVC fiber percentage is more than the allowable deflection in the ACI Code equations of the reinforced concrete beams and more of these if the use of PVC fiber and steel reinforcement of shear together. A smaller measurement of the maximum cracks width was achieved by using advanced percentages of PVC fiber and shear reinforcement (0.5 and 0.54) respectively.

Keywords:  PVC fiber, Shear Reinforcement, Corrosion, Crack load, Ultimate load, Crack width

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Relevance the architectural formation with the properties place

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 7, Issue 1, June 2019, Pages 23-33
 DOI: 10.52113/3/mjet/2019-7-1/23-33
Research Article:

Hamid Ali Abed Almousawi  ,

Mustafa kamil Alkhafaji.

E-mail addresses: hamed73.a@yahoo.com

 


ABSTRACT

The relevance is a strategy to express the privacy of the place، and that architecture uses shapes to reflect the objectives of the building، Activating the distinctive role of the architecture that associated with the site . which includes the physical space، shape and place’s  space during  the global challenges of attempts to obliterate the environmental، historical and cultural differences، which necessitated the balance between man and the environment، Therefore، the research’s problem was to identify as “a lack of knowledge about the effect of place specificity on the architectural structure.” The objective of the research was to highlight the construction of a theoretical framework that helps designers to produce relevance ally of the   buildings. The research hypothesis is based on the descriptive analysis approach in constructing a cognitive framework for the concept of formal relevance and extracting the most important vocabulary and special indicators، then applying them within the study. The study concluded by analyzing a group of local historical buildings in the city of Baghdad. The study concludes with “building a model that demonstrates the effect of place’s characteristics on architectural formation and its relation to place.” The results of the analysis showed that formal relevance contributes to the development and growth of the building’s integration with the environment Surround it.

Keywords:  visual perception، formal relevance، Privacy of place

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THE ULTIMATE SHEAR STRENGTH OF SCC BEAMS STRENGTHENED BY INCLINED CFRP STRIPS

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 7, Issue 1, June 2019, Pages 1-9
DOI:10.52113/3/mjet/2019-7-1/1-9
Research Article:

Sarmad Sh. Abdulqadera, Ragheed F. makkib and Mohanad W. Mousac *

a Assistant Professor, Building and Construction Engineering Department, University of Technology.

b Assistant Professor, Civil Engineering Department, Faculty of Engineering, University of Kufa.

c Postgraduate Student at Building and Construction Engineering Department, University of Technology

E-mail addresses: mzad2010@yahoo.com


ABSTRACT

This paper presents an experimental study of structural behavior of self-compacting reinforced concrete beams strengthened in shear by inclined CFRP strips. The experimental work consists of casting and testing of nine simply supported reinforced concrete beams. In this study, three parameters were considered, the configuration of CFRP sheets wrapping system, i.e two sides and U-shape, effect of horizontal strap of CFRP strips and CFRP strengthening area. The results showed that the presence of the horizontal strap of CFRP strips on the inclined strips increases the shear strength and the ultimate carrying load capacity by 8 to 15% and 7 to 10%, respectively in compare with the wrapping system of the CFRP strips.

Keywords:  Self-Compacting Concrete, shear strength, Reinforced Concrete, CFRP Strips

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أثر المباني المهملة في جودة المشهد الحضري

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 6, Issue 2, December 2018, Pages 222-236
 http://dx.doi.org/10.18081/mjet/2018-6/222-236
Research Article:

                             أ.م. د وحدة شكر الحنكاوي1, محمود حسين محمد علي2

الجامعة التكنولوجية/ قسم هندسة العمارة1, جامعة الكوفة/ كلية التخطيط العمراني2

 

E-mail addresses: wahdahankawi@gmail.com

 


 

ABSTRACT

Cities pass through several transformations during their stages of development, the most influential was the one that accompanied the industrial revolution and modernity, resulting in scattered structures, functional requirements and industrial activities that affected cities spatially. The advancement of knowledge, technological development, innovation, and industrial progress in the post-industrial era had a great impact on the adoption of more technological applications in conjunction with the global transformations and globalization, this has resulted in the phenomenon of neglected buildings. which has been reflected in buildings, structures, industrial zones, and the quality of urban fabric, and its scene, from which the problem of research was identified as “lack of cognitive perception showing the impact of neglected buildings on the urbans cape “. In order to address the research’s problem, a comprehensive theoretical framework was developed for the concept of abandoned buildings, the main reasons, levels of abandonment, and neglect in general. The most important suggestions the impact the quality of the urbans cape, in particular, the research has reached special conclusions, recommendations, procedures and requirements for the owners of buildings to achieve and reduce its negative impact on the urban-scape.

 

Keywords: Abandoned Buildings, Urban-Scape, Urban Fabric, Urban Decomposition.

 

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Flexural Behavior of Reinforced Concrete T-Beam Cast with Self-Compaction Concrete Incorporating Recycled Concrete Aggregate

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 6, Issue 2, December 2018, Pages 210-221
 http://dx.doi.org/10.18081/mjet/2018-6/210-221
Research Article:

Ali K. Khtara, Dr Jamal A. Khudhaira

aCivil Engineering Department, Engineering College, university of Basrah , Iraq

 

E-mail addresses: alikadrkhatar1986@gmail.com

 

 


 

ABSTRACT

This study investigates (experimentally and analytically) “the flexural behavior of six T-section beams cast with self-compacting concrete (SCC) which contain recycled concrete aggregate as a partial replacement of coarse aggregate. The beams have two concentrated loads. Beams have two longitudinal steel ratios of (ρ1=0.0004 and ρ2=0.00077). The tested beams were divided into two groups- depending on span to effective depth (a/d) ratio the longitudinal steel ratio. Each group was casted using three type of mixtures with different RCA replacement ratio (0{1524fc3db9b9185e4da51c194ca3b05c06ae483421403c447a0666442f370a52} ,50{1524fc3db9b9185e4da51c194ca3b05c06ae483421403c447a0666442f370a52}, 75{1524fc3db9b9185e4da51c194ca3b05c06ae483421403c447a0666442f370a52}). The SCC T-beams have (a/d) ratio of 3 and total length of (2.1 m) and all beams have gross section area of (0.504) m2. As well as ANSYS-14 program was used to analyze these beams by nonlinear finite element method. Test results showed that, when increasing the RCA replacement ratio to 50{1524fc3db9b9185e4da51c194ca3b05c06ae483421403c447a0666442f370a52} the cracking load decreased by average 15.5{1524fc3db9b9185e4da51c194ca3b05c06ae483421403c447a0666442f370a52} and ultimate load was not affected. When increasing the RCA replacement ratio to 75{1524fc3db9b9185e4da51c194ca3b05c06ae483421403c447a0666442f370a52} the cracking load and ultimate load decreased by average 31{1524fc3db9b9185e4da51c194ca3b05c06ae483421403c447a0666442f370a52} and 9.4{1524fc3db9b9185e4da51c194ca3b05c06ae483421403c447a0666442f370a52} respectively, the deflection and crack width of the tested beams increases with increasing RCA replacement ratio, when the steel ratio increased from ρ1 to ρ2 the first cracking load and ultimate load increased by average 20.5{1524fc3db9b9185e4da51c194ca3b05c06ae483421403c447a0666442f370a52} and 46.2{1524fc3db9b9185e4da51c194ca3b05c06ae483421403c447a0666442f370a52} respectively. The deflection and crack width of the tested beams decreases with increasing longitudinal steel ratio. The finite element model gives good agreement with the experimental results with difference within 8{1524fc3db9b9185e4da51c194ca3b05c06ae483421403c447a0666442f370a52}.”

 

Keywords:   T-beam, Self-Compacting Concrete, Recycle Concrete Aggregate, Flexural Behavior

 

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FLEXURAL BEHAVIOR OF R.C. TWO-WAY SLABS WITH OPENING STRENGTHENED WITH CFRP SHEETS

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 6, Issue 2, December 2018, Pages 200-209
 http://dx.doi.org/10.18081/mjet/2018-6/200-209
Research Article:

Esraa Jassim Mohammad and Mazen Dewan Abdulla

Civil Engineering Department, Engineering College, University of Basrah, Iraq

 

E-mail addresses: esraajm23@gmail.com

 

 


 

ABSTRACT

This paper presents a study of the flexural behavior of reinforced concrete two-way slabs with opening strengthened by Carbon Fiber Reinforced polymer sheets.

The experimental work included testing 10 specimen two-way slabs with opening, which include 4 control specimens and 6 strengthened with CFRP sheets. The dimensions of the slab specimens are (800 × 800) mm, (70) mm depth and they were made of normal strength concrete. The reinforced concrete slabs containing a single eccentric and concentric opening strengthened by CFRP sheets, has been investigated, also the behavior of unstrengthened slabs and the slab without openings has been studied. These slabs were arranged in four groups and four layouts of CFRP sheets has been considered. The slabs were tested with uniformly distributed loads and simple supports on the four edges. The results showed that the load-carrying capacities have been increased of the slabs with openings strengthened with CFRP sheets when compared with the slabs without strengthening.

 

 

Keywords:  Two way slab; Slab with openings; CFRP sheets.

 

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طرق ووسائل تطبيق مفهوم الاستدامة في الأبنية

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 6, Issue 2, December 2018, Pages169-184
 http://dx.doi.org/10.18081/mjet/2018-6/169-184
Research Article:
           عمر حازم خروفة
قسم هندسة العمارة/جامعة الموصل

 

E-mail addresses: omararch2003@gmail.com

 

 

 


 

ABSTRACT

Sustainability concept with all its multi levels and branches is considered one of the most important concepts used within many developmental sectors today which is ruled by technological, political and economical challenges equally .The modern presentations of sustainable architecture concept has referred to the existence of many sides which are missed by many of us and classified outside  sustainable architecture concept, furthermore, most of these presentations have be raised during the second half of the last century, but the new century came with new presentations which adopted new forms of the concept, all sustainable architecture presentations referred to the possibility of applying it according to environmental, social, economical and functional considerations. Treatment of these considerations is with, first: physical relates to the tangible sides such as spaces and resources, while the second side, is behavioral connected to the humanitarian characteristics related to the concept with all its ideas and directions concerning the movement function, activity and living status, etc. The current research deals with the criticism and analysis (methods and means of applying sustainability concept in the constructions) through a descriptive analysis for all the sustainable constructions and the effect of the applying the concept on them with different forms.

 

Keywords:  Sustainability –  Sustainable Architecture –  Sustainable Buildings

 

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A Hydraulic Model for Identification of Surface Friction Coefficient for Euphrates River within Al Muthanna Governorate, Iraq

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 6, Issue 2, December 2018, Pages 160-168
 http://dx.doi.org/10.18081/mjet/2018-6/160-168
Research Article:

Hussein M. Ashour Al. Khuzaiea, Ameera Mohamad Awada

Mohammed Fadhil Abbasa

aDepartment of Civil Engineering, College of Engineering,

Al Muthanna University, Iraq

 

E-mail addresses: hma@mu.edu.iq

 


 

ABSTRACT

This study presents results of a developed hydraulic model to the surface friction roughness (Manning’s coefficient) for the Euphrates River along 110 km within Al Muthanna Governorate, Iraq. Hydraulic modeling was used a tool for determination of surface friction coefficient. A typical value of surface friction roughness for open natural channels ranges between 0.025 to 0.04 was used as an initial input data for HEC-RAS hydraulic model. while in this study the calculated value of the surface roughness was compared with those observed and it was found to be in best agreement with the modeled when using value is 0.04.

 

Keywords:  

Euphrates River, HEC-RAS model, Manning’s coefficient, Steady flow.

 

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Flexural Performance of Hybrid Fiber Reinforced Cement Composites Under Elevated Temperatures

MUTHANNA JOURNAL OF ENGINEERING AND TECHNOLOGY (MJET)

Volume 6, Issue 2, December 2018, Pages 113-119
 DOI:10.52113/3/mjet/2018-6-2/113-119
Research Article:

Isam Mohamad Alia*, Ali Hadi Adheemb

a, b Karbala Technical Institute, Al-Furat Al-Awsat Technical University, Karbala, Iraq

E-mail addresses: ali_isam@ymail.com


ABSTRACT

Historically, the flexural behavior of hybrid fiber cement composites is not completely understood using the traditional test methods. This research presents the results of an experimental investigations on a high performance cement composites (HPCC) containing both micro steel fibers (SF) and micro polypropylene fibers (PP) before and after elevated temperature exposure. The experimental program was developed to study the flexural performance (flexural strength, toughness and stiffness) under high temperature using mono and hybrid (SF) and (SF + PP) fibers. Mixtures were divided into eight different groups, with constant w/c of 0.28 and different fibers content.
Based on the results of this research, the replacing of micro (SF) in high performance cement composites by 15 % of micro (PP) fibers is recommended at high temperature exposure due to the fact that all hybrid fiber HPCC specimens show slight decreasing in flexural behavior compared to samples reinforced with 1% volume fraction of mono steel fibers after high temperature exposure.

Keywords:  flexural strength, cementitious composites, mono and hybrid fibers, elevated temp, FRC, steel fiber, polypropylene fiber.

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