BULGARIAN ACADEMY OF SCIENCES NATIONAL COMMITTEE OF THEORETICAL AND APPLIED MECHANICS Journal of Theoretical and Applied Mechanics
Print ISSN: 0861-6663 Online ISSN: 1314-8710
|
|
JTAM, Sofia, vol. 49 Issue 2 (2019) |
|
IN MEMORY TO ALEXANDER BORISOFF KAZAKOFF Editorial Board of the Journal of Institute of Mechanics, Bulgarian Academy of Sciences
Our dear colleague and friend Dr. Alexander B. Kazakoff passed away on May
13th, 2019. He is well known in the field of applied mathematics and
vibrations – structural vibrations; dynamic modelling of single and double
mass systems; vibration control, and dynamic systems of spiroid gears – for
which computer solutions have been validated by extensive experimental
studies. He is an author and co-author of more than 68 journal and
conference papers and contributions to national and international scientific
publications, including two books...
JTAM, Sofia, vol. 49 Issue 2 pp. 105-106 (2019), [Full Article]
|
||
MODIFIED METHOD OF SIMPLEST EQUATION FOR OBTAINING EXACT SOLUTIONS OF NONLINEAR PARTIAL DIFFERENTIAL EQUATIONS: HISTORY, RECENT DEVELOPMENTS OF THE METHODOLOGY AND STUDIED CLASSES OF EQUATIONS Nikolay K. Vitanov Institute of Mechanics, Bulgarian Academy of Sciences, Akad. G. Bonchev Str., Bl. 4, 1113 Sofia, Bulgaria
We present a short review about the story of the methodology of the Method of
simplest equation for obtaining exact particular
solutions of nonlinear partial differential equations (NPDEs) with emphasis on
the recent extension
of a version of this methodology called Modified method of simplest equation
(MMSE). The extension of MMSE allows the use of more than one simplest equation
and makes the methodology capable to lead to solutions of nonlinear partial
differential equations that are more complicated than a single solitary wave. We
list the classes of equations that have been studied up to now by the MMSE and
mention as an example one of the theorem proved in the course of the application
of the methodology.
JTAM, Sofia, vol. 49 Issue 2 pp. 107-122 (2019), [Full Article]
|
||
EXACT TRAVELING WAVE SOLUTIONS OF A GENERALIZED KAWAHARA EQUATION Elena V. Nikolova1, Zlatinka I. Dimitrova2 1Institute of Mechanics, Bulgarian Academy of Sciences, 4, Acad. G. Bonchev Str. BG-1113 Sofia, Bulgaria 2Institute of Solid State Physics, Bulgarian Academy of Sciences, 72, Tsarigradsko Chaussee, BG-1784 Sofia, Bulgaria
We apply the modified method of simplest equation for obtaining exact solutions of nonlinear partial
differential equations (PDEs) from the kind of the generalized Kawahara equation (gKE). The ordinary differential
equation of Abel of first kind is used as the simplest equation and two exact solutions of the studied equation
are obtained. These solutions are expressed by the special function discussed in [1]. Particular cases of
one of the obtained solutions are visualized. For these cases the special function is reduced to elementary
functions and the corresponding solutions describe a kink and a solitary wave.
JTAM, Sofia, vol. 49 Issue 2 pp. 123-135 (2019), [Full Article]
|
||
STATISTICAL ANALYSIS OF THE WATER LEVEL OF HUANG HE RIVER (YELLOW RIVER) IN CHINA Wang Bo1, Zlatinka I. Dimitrova2, Nikolay K. Vitanov3,4 1China-Central and Eastern Europe International Science and Technology Achievement Transfer Center, Ningbo University of Technology, 201 Fenghua Rd., Jiangbei Qu, Ningbo Shi, Zhejiang Sheng 315000, China 2G. Nadjakov Institute of Solid State Physics, Bulgarian Academy of Sciences, Blvd. Tzarigradsko Chaussee 72, 1784, Sofia, Bulgaria 3Institute of Mechanics, Bulgarian Academy of Sciences, Akad. G. Bonchev Str., Bl. 4, 1113 Sofia, Bulgaria 4Institute for Climate, Atmosphere and Water Research, Bulgarian Academy of Sciences, Blvd. Tsarigradsko Chaussee 66, 1784 Sofia, Bulgaria
Very high water levels of the large rivers are extremely dangerous events that can
lead to large floods and loss of property and thousands and even tens of thousands
human lives. The information from the systematical
monitoring of the water levels allows us to obtain probability distributions for
the extremely high values of the water levels of the rivers of interest. In this article we study time series
containing information from more than 10 years of satellite observation
of the water level of the Huang He river (Yellow river) in China. We show that
the corresponding extreme values distribution is the Weibull distribution
and determine the parameters of the distribution. The obtained results may
help for evaluation of risks associated with floods for the population and villages in the
corresponding region of the Huang He river.
JTAM, Sofia, vol. 49 Issue 2 pp. 136-148 (2019), [Full Article]
|
||
MIXED CONVECTION OF A Cu-Ag/WATER HYBRID NANOFLUID ALONG A VERTICAL POROUS CYLINDER VIA MODIFIED TIWARI–DAS MODEL Saeed Dinarvand, Mohammadreza Nademi Rostami Department of Mechanical Engineering, Islamic Azad University, Central Tehran Branch, Tehran, Iran
Herein, a Cu-Ag/water hybrid nanofluid is analytically modeled to develop the problem of the MHD axisymmetric mixed convective stagnation-point flow along a vertical porous cylinder. A new mathematical model has been presented and formulated based on Tiwari–Das nanofluid scheme. Using similarity transformations, the governing PDEs are altered into dimensionless ODEs, which is solved numerically using bvp4c function from MATLAB. The thermal characteristics of hybrid nanofluid are found to be higher relative to mono-nanofluid and base fluid, respectively. Besides, the results indicate that dual solutions exist for hybrid nanofluid flow in both assisting and opposing regimes. We conclude that the developed model can be used with great confidence to study the flow and heat transfer of hybrid nanofluid in various problems.
JTAM, Sofia, vol. 49 Issue 2 pp. 149-169 (2019), [Full Article]
|
||
NUMERICAL SOLUTION OF POLLUTION OF GROUNDWATER Radko Petkov Institute of Mechanics, Bulgarian Academy of Sciences, Acad. G. Bonchev Str., Block 4, Sofia 1113, Bulgaria
The present work describes the obtained mathematical
model of non-steady filtration thermal dispersion, taking into account the
changes in the fluid density and viscosity depending on temperature and
concentration of the contained admixtures.
JTAM, Sofia, vol. 49 Issue 2 pp. 170-178 (2019), [Full Article]
A method has been developed for evaluating the dispersion coefficients in porous media. An original hybrid numerical method has been developed on the basis of the finite element and finite difference methods for pressure-head and non-pressure filtration for solving the problems of filtration thermal dispersion in porous media. The "Nonsteady_Termo_Dispersion-RP" software, operated in Windows environment and visualizing the results using MATLAB has been developed. The software has been applied for real conditions with the respective input data. As a result of the numerical experiments, data have been obtained for the effect of density and viscosity of sodium chloride, ammonium nitrate depending on the equations of state in filtration dispersion in porous media. The degree of substantiation and reliability of the scientific achievements is ensured by the use of a complemented hydrodynamic model, based on the fundamental equations of filtration, dispersion and thermal conductivity. The reliability of the results is also ensured by the fact that absolutely stable and convergent numerical schemes are used in the realized numerical experiments [1]. |
||
FATIGUE BEHAVIOR OF HIGH STRENGTH Al-Cu-Mg AND Al-Cu-Li ALLOYS JOINTS OBTAINED BY FUSION AND SOLID STATE WELDING TECHNOLOGIES Illia Klochkov, Anatoliy Poklaytsky, Sviatoslav Motrunich E.O. Paton Electric Welding Institute of the National Academy of Science of Ukraine, 11 Kazymyra Malevycha street, 03150 Kyiv, Ukraine
This paper presents analyses of strength
characteristics and fatigue behavior of butt welded joints of 2 mm thickness
high strength D16T1 (Al-Cu-Mg) and 1460T1 (Al-Cu-Li) aluminum alloys,
produced by tungsten inert gas (TIG) welding and friction stir welding
(FSW). It is shown that friction stir welded joints has minimal stress
concentrations in places of transition from the weld to the base material
and also have no defects in the joint such as oxide film macroinclusions and
hot cracks caused by melting and crystallization of the metal in fusion
welding. At that, severe plastic deformations of metal under tool shoulder
and in weld core results in formation of fine grain (3–4 μm),
homogeneous disoriented structure and elongation and deviation of grains in
a direction of plasticized metal movement take place in adjacent areas.
Consequently, hardness and tensile strength of the joint weld metal are
increased. Fatigue behavior under constant amplitude loading of FSW joints
exceeds the characteristics of the joints obtained by TIG welding.
JTAM, Sofia, vol. 49 Issue 2 pp. 179-189 (2019), [Full Article]
|
||
HYDROLOGY MODELS APPLICATION TO SOLUTION OF THE RIVER DEVIATION PROBLEM DURING DAM CONSTRUCTION Olga Nitcheva1, Polya Dobreva1, Borislav Milev2, Emil Bournaski3 1Institute of Mechanics, Bulgarian Academy of Sciences, 4, Acad. G. Bonchev Str. BG-1113 Sofia, Bulgaria 2Ss Cyril and Methodious European Politechnical University, 23 Str., Pernik, Bulgaria 3Institute for Climate, Atmosphere and Water Research, Bulgarian Academy of Sciences, 66 Tsarigradsko Shose Blvdл, Sofia, Bulgaria
Building of dams on mountainous rivers in narrow valleys
always gives rise to the problem of the river waters deviation during the
construction period. It becomes especially important in the periods of flood
waves (FW) threatening with floods bringing considerable losses to the
builders. Mostly the problem is solved by river deviation structures
consisted of a weir, barring the river dam upstream and forming a small
lake, a deviation tunnel or canal and sometimes a downstream weir. They have
to transfer the river discharge from the upstream to the downstream
side rounding the construction area. Qmax p is the river discharge
with assumed exceedance probability p, which is expected to minimise the sum
of the losses caused by the flood as well as the cost of the deviation
structures.
As the problem looks serious enough the evaluation of the Qmax p at the
dam site with absence of the river flow observations must be done by larger
number of methods. The article suggests the job to be performed through
employment of more or less sophisticated hydrology models with or without
consideration of the weir impounded lake's FW retention. For limited up to
2000 km2 catchments a simple partly based on empirical formulae model
is proposed.
JTAM, Sofia, vol. 49 Issue 2 pp. 190-200 (2019), [Full Article]
|
||