99 research outputs found
Complex Centers of Polynomial Differential Equations
We present some results on the existence and nonexistence of centers for
polynomial first order ordinary differential equations with complex
coefficients. In particular, we show that binomial differential equations
without linear terms do not complex centers. Classes of polynomial differential
equations, with more than two terms, are presented that do not have complex
centers. We also study the relation between complex centers and the Pugh
problem. An algorithm is described to solve the Pugh problem for equations
without complex centers. The method of proof involves phase plane analysis of
the polar equations an a local study of periodic solutions.Comment: 18 page
Polynomial Differential Equations with Small coefficients
Classes of polynomial differential equations of degree n are considered. An
explicit upper bound on the size of the coefficients are given which implies
that each equation in the class has exactly n complex periodic solutions. In
most of the classes the upper bound can be improved when we consider real
periodic solutions. We present a proof to a recent conjecture on the number of
periodic solutions. The results are used to give upper bounds for the number of
limit cycles of polynomial two-dimensional systems.Comment: 15 page
A Review of Control Techniques Future Trends in Wind Energy Turbine Systems with Doubly Fed Induction Generators (DFIG)
تعتبر طاقة الرياح حاليا واحدة من أكثر مصادر الطاقة الخضراء النظيفة الملاءمة على نطاق واسع في العالم. تم تطوير العديد من مبادئ توربينات الرياح بستخدام المولدات المختلفة لتحويل طاقة الرياح المتاحة إلى طاقة كهربائية. يعد نظام المولد الحثي ذي التغذية المزدوجة DFIG لتوربينات الرياح ذات السرعة المتغيرة نسبيا (VSWT) هو الأكثر ملاءمة لطاقة توربينات الرياح بسبب فوائده العديدة مقارنة بتوربينات الرياح ذات السرعة الثابتة نسبيا (FSWT). تقدم هذه الورقة مراجعة و مقارنة عن طاقة توربينات الرياح المختلفة وملخصًا قيمًا للعمل الأخير المتعلقة بأنظمة طاقة الرياح المختلفة (WECS) لنمذجة DFIG وأقصى نقطة طاقة MPP وأحدث نظام تحكم للتشغيل. ومن ناحية أخرى تم في الدراسة الحالية تقديم مقارنات ومناقشات بين توربينات الرياح المختلفة لتكون مفيدة للدراسات البحثية.Wind energy is currently widely regarded as one of the most favorable green clean sources of energy. Several wind turbine principles with various generator architectures have been evolved to exchange the available wind energy into electric power. The DFIG partial Variable-Speed Wind Turbine (VSWT) system is most proper for wind turbine energy because of its numerous benefits over Fixed-Speed Wind Turbines (FSWT). This paper introduces a comparative review of the different wind turbine conversion energy and a valuable summary of the recent work in the literature on different Wind Energy Conversion Systems (WECS) of a DFIG modeling, Maximum Power Point (MPP), and the latest control system for operation. On the other side, comparisons and discussions between different wind turbines have been presented in the current study to be beneficial for research studies
Behavior of One – Way Concrete Slabs with Edge Beams Reinforced/Strengthened by CFRP Rods under Uniformly Distributed Load
This research presents an experimental investigation on the flexural behavior of eight one-way concrete slabs with edge beams under uniformly distributed load. The models are reinforced or strengthened using CFRP rods and two control models reinforced by deformed steel bars.The dimensions of one-way slab is 1.05 m width, 1.25 m length and 0.1 m thick., while each edge beam is of length 1.25m and depth 0.2m by width 0.1m. Different reinforcement ratios were used. The models were tested under universal testing machine and supported at corners on four stiff steel columns. The models were tested up to failure to study their flexural behavior including load-deflection curves, crack patterns and mode of failure. Among the conclusions obtained, the models reinforced by CFRP rods can attain flexural strength higher than those reinforced by deformed steel bars of same amount. This increase is about (38-44%)
Preparation of Cu3SbSe4 Doping with Aluminum and Studying on its Thermoelectrical Properties
في هذا البحث تمت دراسة خصائص الانتقال الكهربائي الحراري والناقلية الكهربائية للمركب AlxSe4 Cu3Sb1-x (x = 0, 0.03, 0.05 and 0.07) ولمدى من درجات الحرارة المطبقة (298 – 553) Kوقد اظهرت النتائج ان الزيادة في قيمة ( x = 0) to (x =0.07), زيادة في تركيز الفجوات من( 2.03×1018 الى 2.82 × 1018 cm-3) تبعا لتغير احلال او استبدال Al3+ مكان Sb5+ والذي سوف يؤدي الى نقصان كبير في قيم المقاومية الكهربائية للمركب Cu3Sb1-xAlxSe4، وفي نفس الوقت فان الزيادة الحاصلة في تركيز الفجوات سوف تؤدي الى انتقال من حالة الهبوط الحاد عند (x = 0)الى النزول التدريجي او الجزئي عند(x = 0.05, 0.07) وان حالة الاستقرار ستكون عند x = 0.07)) وان عامل القدرة (PF)لكل النماذج المشوبة Cu3Sb1-xAlxSe4 ظهر هنالك تحسن فيما يخص تركيز الفجوات .وان العامل kL ووالذي يمثل عامل التوصلية الحرارية للشبيكة يتناقص في حالة الزيادة العالية من التشويب أي عند النموذج(x =0.07) ،وكنتيجة نهائية فان المؤشر الكبير لقيمة ZT = 1.28 والتي تم الحصول عليها للمركب ذو الصيغة Cu3Sb0.97Al0.03Se4 في درجة 458K, كبيرة بقدر خمسة مرات كما لو في النموذج Cu3SbSe4والذي يمثل المركب بدون تشويبThe electrical transport and thermoelectric properties of Cu3Sb1-xAlxSe4 (x = 0, 0.03, 0.05 &0.07) compounds are investigated in the temperature range of (298 – 553) K. The results indicate that with increasing Al content from ( x = 0) to (x =0.07), hole concentration increases monotonically from (2.03×1018 to 2.82 × 1018 cm-3) due to the substitution of Al3+ for Sb5+, thus leading to a large decrease in the electrical resistivity of Cu3Sb1-xAlxSe4. Meanwhile, the increase in hole concentration leads to a transition from a non-degenerate (x = 0) to a partial degenerate (x = 0.05, 0.07) and then to a degenerate state (x = 0.07). The power factor (PF) of all the Al-doped Cu3Sb1-xAlxSe4 samples is remarkably improved due to the optimization of hole concentration. Lattice thermal conductivity kL of the heavily doped sample(x = 0.07) is reduced. As a result, a large thermoelectric figure of merit ZT = 1.28 is obtained for Cu3Sb0.97Al0.03Se4 at 458K, which is around 5 times as large as that of the un-doped Cu3SbSe4 sample
Effects of Steel Fibers Geometry on the Mechanical Properties of SIFCON Concrete
This research aims to shed light on the effect of steel fiber shape, length, diameter, and aspect ratio on the mechanical properties of slurry infiltration fiber reinforced concrete (SIFCON). This study comprised of casting and testing three groups of SIFCON specimens with 6% fiber volume fraction. The first group was reinforced with micro steel fiber, other reinforced by hook end steel fibers, while the last group of specimens reinforced by mixing two shape of steel fiber as hybrid fiber (3% micro steel fiber +3% hook end steel fiber). Silica fume was used as a partial replacement (10%) by weight of cement. 3.7% super plasticizer was used to make the slurry liquid enough to penetrate through the fiber network, while the w/c ratio kept constant at 0.33. It was found from the results achieved that the compressive strength, static modulus of elasticity, splitting tensile strength and toughness are extremely affected by the geometry of fibers because the network of fibers formed and their density depends on the size and shape of fibers. Where the values of micro steel fibers are far outweighing the values of hooked end fibers. It was also deduced from empiricism results that combining long and short fibers gives excellent results
SYNTHESIS, CHARACTERIZATION, AND ANTIMICROBIAL EVALUATION OF NEW N-PHENYLCINNAMAMIDE DERIVATIVES LINKED TO ASPIRIN AND IBUPROFEN
Objective: The objective of this study was to synthesize phenylcinnamamide (substituted acetanilide chalcone) derivatives linked to aspirin and ibuprofen with potential antibacterial and antifungal activity.Methods: Substituted acetanilide compounds were reacted with different arylaldehydes through Claisen-Schmidt condensation in the presence of KOH. They formed differently substituted acetanilide chalcones (1a-e) which are linked to aspirin and ibuprofen through an ester linkage to form compounds (2a-j) using ethyl chloroformate (ECF) as a catalyst.Results: The synthesized compounds have been characterized by elemental analysis, Fourier transform infrared and1H-nuclear magnetic resonance spectroscopy. An antibacterial evaluation was achieved for Gram-positive bacteria (Staphylococcus aureus) and Gram-negative bacteria (Escherichia coli) and antifungal for Candida albicans.Conclusion: Compounds (2a-j) have shown intermediate antimicrobial activity against different strains of microorganisms
Periodic solutions with nonconstant sign in Abel equations of the second kind
The study of periodic solutions with constant sign in the Abel equation of
the second kind can be made through the equation of the first kind. This is
because the situation is equivalent under the transformation ,
and there are many results available in the literature for the first kind
equation. However, the equivalence breaks down when one seeks for solutions
with nonconstant sign. This note is devoted to periodic solutions with
nonconstant sign in Abel equations of the second kind. Specifically, we obtain
sufficient conditions to ensure the existence of a periodic solution that
shares the zeros of the leading coefficient of the Abel equation. Uniqueness
and stability features of such solutions are also studied.Comment: 10 page
Experimental Study on the Behavior of Axially Loaded Reinforced Concrete Square Columns Strengthened with SIFCON Shell
Slurry infiltrated fiber concrete (SIFCON) is an advanced generation of fiber-reinforced concrete (FRC) with higher fiber content. SIFCON offers excellent potential for use in areas that require high ductility and impact resistance, particularly when designing seismic retrofits and repairing or strengthening structural reinforced concrete members. This study investigated the behavior of square normal strength concrete (NSC) columns of grade M35 strengthened with SIFCON shell and compared them with unstrengthen NSC. The effect of different SIFCON shell thicknesses (2 and 3) cm, fiber type and volume fraction (4 and 6%), and tie spacing (8 and 16) cm were studied. The fiber types employed were polypropylene and hooked-end steel fiber. Eleven columns were cast and tested for the current investigation in two groups, where the first group (control specimens) consists of two unstrengthen NSC columns and one square NSC column strengthened with a 2 cm SIFCON shell with a 6% steel fiber ratio. The second group comprises eight NSC columns strengthened with a hybrid fiber SIFCON shell. The NSC square columns had dimensions of (8x8x80) cm. 3 cm SIFCON shell thickness was observed to evolve the strengthen columns' load-carrying capacity and energy absorption. The maximum load achieved is about 223% as compared with unstrengthened NSC columns. The energy absorption was about 16 times that of the control. At the same time, the stiffness of strengthened columns is less than that of NSC columns
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