Asst. Lec. Ahmed A.Ubeed
Volume 9, Issue 3 , September 2016, Pages 292-301
Abstract
ABSTRACT
Controlling of the pH system theoretically was achieved successfully using vibrational control
method with very small offset. Modeling of pH system was derived using reaction invariants
concept where the specific invariants combined and adapted in the mole balance equations with
contribution ...
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ABSTRACT
Controlling of the pH system theoretically was achieved successfully using vibrational control
method with very small offset. Modeling of pH system was derived using reaction invariants
concept where the specific invariants combined and adapted in the mole balance equations with
contribution the charge balance to give the final pH process model.
Dr.Hasasn Ali Jurmut
Volume 9, Issue 3 , September 2016, Pages 302-315
Abstract
This paper presents a study the performance and to improve energy efficiency of the traditional pneumatic driver, three supply pressures used 4, 6 and 8 bar, by cutoff flow process occurs at stroke end of the actuator before execution position, in which pressure supply line cutoff and the exhaust line ...
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This paper presents a study the performance and to improve energy efficiency of the traditional pneumatic driver, three supply pressures used 4, 6 and 8 bar, by cutoff flow process occurs at stroke end of the actuator before execution position, in which pressure supply line cutoff and the exhaust line remains open in position specified previously. The piston stroke completes rest under the influence of air expansion , the inertia force of the piston exactly at execution position, that is saving in compressed air and energy, reduced in required air additional to reduce the cost. compared with the traditional control of motion of the asymmetric cylinder in which maximum energy saving obtained at 6 bar are 16.7%.
Zainab Hasan Abdulabbas
Volume 9, Issue 3 , September 2016, Pages 316-330
Abstract
ABSTRACT
One of environmental pollution and global warming sources is cement industrials. In line to
diminish the effects of cement industrial activities on environment, wastes are used in cement
mortar as a partial replacement of cement weight throughout the present study. These wastes
comprise ...
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ABSTRACT
One of environmental pollution and global warming sources is cement industrials. In line to
diminish the effects of cement industrial activities on environment, wastes are used in cement
mortar as a partial replacement of cement weight throughout the present study. These wastes
comprise poultry egg shell which is wealthy in calcium and glass of bottles of juices and soft drink
which has high content of silica. Both types of wastes were grinded carefully and passed sieve No.
200 ( 75μm opening size) to produce egg shell powder (ESP) and milled glass (MG). Cement was
substituted by (5%, 7.5%, and 10% ESP), and (10% MG). These ratios of replacement was
evaluated individually and in groups by compressive strength test at age of 28 days and drying
shrinkage test at ages of 4, 11, 18, 25, and 60 days of drying. Results of tests indicated that
compressive strength and drying shrinkage have the same trend when the replacement ratios of ESP
used individually in mortar mixes. The higher results were recorded with ratios of 5% and 7.5%.
While, compressive strength increased when 10% of MG was used as a partial replacement of
cement, and drying shrinkage decreased at ages 11, 18, and 25 days of drying. The combination of
MG and ESP in one mix, decrease compressive strength in all percent of addition. However the
gathering of MG to 5% of ESP, and MG to 7.5% of ESP decrease drying shrinkage at all age of
testing when compared it with the reference mix.
Saddiq Emad Sadiq; Dr. Ali Raad Hassan
Volume 9, Issue 3 , September 2016, Pages 331-348
Abstract
ABSTRACT
In this paper, an experimental and numerical study of dynamic deflection and dynamic bending stress
of beam structure under moving load has been carried out. The moving load is constant in magnitude
and travels at a uniform speed. The dynamic analysis of beam-type structure is done by taking ...
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ABSTRACT
In this paper, an experimental and numerical study of dynamic deflection and dynamic bending stress
of beam structure under moving load has been carried out. The moving load is constant in magnitude
and travels at a uniform speed. The dynamic analysis of beam-type structure is done by taking three
(39.24, 58.86 and 78.48) N concentrated loads; each one of them travels at two uniform speeds(0.2
and 0.25) m/s . The theoretical analysis is based On Euler- Bernoulli theory and Fourier series
solution. A finite element model of a beam vibrating under moving load is established by ANSYS
software. The comparison between the numerical dynamic stresses of beam via ANSYS software with
the experimental results showed that the percentage error of (15%). Effect of the speed and load
variables on the dynamic stress and dynamic deflection is investigated. It is concluded that the
influence of variable speed on the dynamic deflection and dynamic bending stress is more than the
effect of variable load on them. On the other hand, the dynamic bending stress is more sensitive to the
variable speed and load than the dynamic deflection. Dynamic bending stress and dynamic deflection
due to moving load could become significantly higher than those obtained with the stationary loads,
thus they must be considered.
Farhan Lafta Rashid; Salah Noori Alnomani
Volume 9, Issue 3 , September 2016, Pages 349-359
Abstract
Abstract
The increased demand for renewable energy calls for increased developments to the
techniques of production for such energy. This paper presents a numerical study of conical
collector solar chimney with specific dimensions. A glass spiral of square cross section was
fitted to the collector ...
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Abstract
The increased demand for renewable energy calls for increased developments to the
techniques of production for such energy. This paper presents a numerical study of conical
collector solar chimney with specific dimensions. A glass spiral of square cross section was
fitted to the collector to investigate its effects on the velocity distribution of air. Results show
that the spiral enhances velocity distribution by (11.57% and 12.82%) corresponding to the
inlet air velocity of (Re=99945 and 499729) respectively. This enhancement will reflect to
the instantaneous electric power which can be produced by such instrument. The
investigation was carried out using CFD program FlUENT14.5, K-ɛ model.
Abdul-Kareem Saadoon Mohsin
Volume 9, Issue 3 , September 2016, Pages 360-367
Abstract
A thin film of titania (TiO2) was deposited onto AISI 316L steel using physical vapour deposition (PVD). Coating thickness was measured using Elecometer instrument and it was (150µm).Corrosion resistance to (H2SO4,HCl, H3PO4, and HF) acids with (2&4) pH, and to (NaOH, KOH,Ca(OH)2, and NH4OH) basis with ...
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A thin film of titania (TiO2) was deposited onto AISI 316L steel using physical vapour deposition (PVD). Coating thickness was measured using Elecometer instrument and it was (150µm).Corrosion resistance to (H2SO4,HCl, H3PO4, and HF) acids with (2&4) pH, and to (NaOH, KOH,Ca(OH)2, and NH4OH) basis with (10,12) pH, of coated specimen was measured at temperatures ranges from (25-190) Co by weight loss method. It has been found that TiO2 coating largely enhance corrosion resistance of steel alloy especially at high temperatures.
Ali Abdulhussien Abdulameer Al-Dhalmi; Luay Muhammed Ali Ismaeel
Volume 9, Issue 3 , September 2016, Pages 368-387
Abstract
1. Abstract:
In this work, a hybrid fiber reinforced composite rod fixed from one end, while the other end is left
free and subjected to a static torsional load, and left to vibrate freely after load releasing. Fiber
volume fraction of 40% is considered to rod of interest, the matrix is composed of ...
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1. Abstract:
In this work, a hybrid fiber reinforced composite rod fixed from one end, while the other end is left
free and subjected to a static torsional load, and left to vibrate freely after load releasing. Fiber
volume fraction of 40% is considered to rod of interest, the matrix is composed of 20% short fibers
and 40% pure matrix (this type of matrix is called composite matrix, which is well known and
widely used in fiber reinforced hybrid composites). Such a ratio is adopted since it gives enough
strength and reinforcement and meet the economic requirements as well, as mentioned in
Mechanics of Composite Materials by Jones 1999. Four various long and short fibers of the same
type and four matrices are taken to construct the rod in order to introduce the different properties to
investigate their effects on natural frequency under torsional excitation. The problem is manipulated
using software of AnsysV.14. The elastic properties of materials are determined using software of
Matlab v.7. The results show that natural frequency is mainly highly affected by matrix longitudinal
elastic modulus than that of fibers, and displays a regular pattern of behavior. The fibers show an
irregular behavior towards the natural frequency variation. This can be attributed to the interaction
effects between three types of constituents, matrix, long and short fibers composing the whole
structure of the rod. In addition, there is the effect of anisotropy of material effective elastic
properties, which plays an important role in results irregularities.
Asst. Prof. Dr. Mohsin N. Hamzah; Asst. Prof. Dr. Sadeq H. Bakhy; Mujtaba A. Fliayyh
Volume 9, Issue 3 , September 2016, Pages 388-407
Abstract
Abstract
Friction stir spot welding (FSSW) is a powerful and superior alternative to resistance spot
welding and riveting for fabrication of aluminum sheet metal structures. The objective is to
study the variation of transient temperature in a friction stir spot welded plate of AA6061
Aluminum Alloy. ...
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Abstract
Friction stir spot welding (FSSW) is a powerful and superior alternative to resistance spot
welding and riveting for fabrication of aluminum sheet metal structures. The objective is to
study the variation of transient temperature in a friction stir spot welded plate of AA6061
Aluminum Alloy. Numerical and experimental investigations were performed to study the
temperature distribution during this process. Two thermocouples (type K) were placed at two
specified locations from the pin hole to measure the transient temperature during FSSW
welding process. Numerically, 3D finite element model was built using ANSYS workbench
Ver.15 to simulate the thermal model during welding. The torque and axial load were
measured experimentally to determine the coefficient of friction, which used with the other
parameters, to find the applied heat flux for the welding process. The temperature
distributions of the specimens welded by three tools with different pins; i.e. cylindrical,
tapered and triangular, at constant other FSSW parameters, were investigated and compared
with the experiment temperature measured using the thermocouples to validate the results.
The results show that the temperature produced from the welded specimen with cylindrical
pin shape has the highest temperature distributions due to high axial load and torque as
compared with other tool pin profiles. Also the results show good agreement between
numerical and experimental with a percentage error (-3.09 – 7.83) %.
Asst. Prof. Dr. Mohammed Abbas Al-Jumaili; Asst. Prof. Dr. Hamid Athab Al-Jameel
Volume 9, Issue 3 , September 2016, Pages 408-422
Abstract
Abstract
The type of materials such as subgrade, subbase and base has a great effect on the quality and life of pavement. The nature of subgrade soil has the most important effect among other materials. There is a real concern in construction flexible pavements over a weak subgrade and the California ...
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Abstract
The type of materials such as subgrade, subbase and base has a great effect on the quality and life of pavement. The nature of subgrade soil has the most important effect among other materials. There is a real concern in construction flexible pavements over a weak subgrade and the California bearing ratio (CBR) is very low for such soils. Therefore, the constructed pavements for such cases require more thickness. In fact, there is a need to look for economic methods in order to replace the lack of suitable construction materials for pavements such as subbase and base materials. This work studies the effect of geogrid reinforcement on CBR of subgrade soil and total pavement thickness. The soft sand soil from Al-Najaf city and one type of geogrid have been selected. It has been found that there is a significant improvement in CBR of subgrade resulting from geogrid reinforcement. The results indicated that the value of CBR was about 2.14% without using geogrid whereas this value was 12.84% in case of putting geogrid at 0.2H from the top of the specimen. Also, the reinforcement of subgrade with geogrid at 0.2 from the subgrade layer thickness will reduce the total pavement thickness by (30-40) %. Then, the same case study has been modeled using Plaxis (3D) software which is a finite element package. This package is equipped with specific features to deal with different complex cases and structures to simulate a realistic of case under study. The encouraging results have been obtained.
Dr. Adnan Flayih Hassan Al-Sibahy
Volume 9, Issue 3 , September 2016, Pages 423-441
Abstract
Abstract
This paper presents an analytical calculation and experimental investigation to evaluate the American and British methods usually used for mix design of normal concrete. Six concrete mixes with different target of mean strength were design using crushed and uncrushed aggregates. A reliable ...
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Abstract
This paper presents an analytical calculation and experimental investigation to evaluate the American and British methods usually used for mix design of normal concrete. Six concrete mixes with different target of mean strength were design using crushed and uncrushed aggregates. A reliable approach has been suggested to calculate the mix proportions. In order to validate the former approach, an experimental programme was running to measure the workability aspect and compressive strength of three selected concrete mixes designed for strength levels of 21.5 MPa, 27.5 MPa and 36.5 MPa at different sample ages using 108 cubes.
The results obtained showed notable differences between the approaches of American and British methods adopted to calculate the mix proportions. There was no indication have found in the American method to distinct between design the concrete mix containing crushed aggregate and that of uncrushed aggregate. The procedure followed in British method produced concrete mix with higher strength than that designed according to American method. The experimental results of compressive strength and workability showed close agreement with the suggested approach for calculation the mix proportions.
