Archive

THE MAXIMUM RANGE COLUMN METHOD – GOING BEYOND THE TRADITIONAL INITIAL BASIC FEASIBLE SOLUTION METHODS FOR THE TRANSPORTATION PROBLEMS

Authors:

Huzoor Bux Kalhoro , , Hafeezullah Abdulrehman, Muhammad Mujtaba Shaikh, Abdul Sattar Soomro

DOI NO:

https://doi.org/10.26782/jmcms.2021.01.00006

Abstract:

The transportation problems (TPs) are a fundamental case-study topic in operations research, particularly in the field of linear programming (LP). The TPs are solved in full resolution by using two types of methods: initial basic feasible solution (IBFS) and optimal methods. In this paper, we suggest a novel IBFS method for enhanced reduction in the transportation cost associated with the TPs. The new method searches for the range in columns of the transportation table only, and selects the maximum range to carry out allocations, and is therefore referred to as the maximum range column method (MRCM). The performance of the proposed MRCM has been compared against three traditional methods: North-West-Corner (NWCM), Least cost (LCM) and Vogel’s approximation (VAM) on a comprehensive database of 140 transportation problems from the literature. The optimal solutions of the 140 problems obtained by using the TORA software with the modified distribution (MODI) method have been taken as reference from a previous benchmark study. The IBFSs obtained by the proposed method against NWCM, LCM and VAM are mostly optimal, and in some cases closer to the optimal solutions as compared to the other methods. Exhaustive performance has been discussed based on absolute and relative error distributions, and percentage optimality and nonoptimality for the benchmark problems. It is demonstrated that the proposed MRCM is a far better IBFS method for efficiently solving the TPs as compared to the other discussed methods, and can be promoted in place of the traditional methods based on its performance.   

Keywords:

Transportation problem,optimal solution,MODI method,TORA software,Minimum cost,Initial basic feasible solution,Maximum range,

Refference:

I. Adlakha, Veena, and Krzysztof Kowalski. “Alternate solutions analysis for transportation problems.” Journal of Business & Economics Research 7.11 (2009): 41-49.
II. Bhan, Veer, Ashfaque Ahmed Hashmani, and Muhammad Mujtaba Shaikh. “A new computing perturb-and-observe-type algorithm for MPPT in solar photovoltaic systems and evaluation of its performance against other variants by experimental validation.” Scientia Iranica 26, no. Special Issue on machine learning, data analytics, and advanced optimization techniques in modern power systems [Transactions on Computer Science & Engineering and Electrical Engineering (D)] (2019): 3656-3671.
III. Chungath Linesh, “Comparison of Transportation Problems Solved by Vogel’s Approximation Method (VAM-1958), Revised Distribution Method (RDI -2013) & The New Method”, available online, 2004 @ https://www.academia.edu/1137498
IV. Das, Utpal Kanti, et al. “Logical development of vogel’s approximation method (LD-VAM): an approach to find basic feasible solution of transportation problem.” International Journal of Scientific & Technology Research 3.2 (2014): 42-48.
V. Deshmukh, N. M. “An innovative method for solving transportation problem.” International Journal of Physics and Mathematical Sciences 2.3 (2012): 86-91.
VI. Goyal, S. K. “Improving VAM for unbalanced transportation problems.” Journal of the Operational Research Society 35.12 (1984): 1113-1114.
VII. Hakim, M. A. “An alternative method to find initial basic feasible solution of a transportation problem.” Annals of pure and applied mathematics 1.2 (2012): 203-209.
VIII. Islam Md Amirul, Aminur Rehman Khan, Sharif Uddin M and Abdul Malek M Islam. “Determination of basic feasible solution of transportation problem: a new approach.” Jahangirnagar University Journal of Science 35.1 (2012): 101-108.
IX. Jamali, S., Shaikh, M. M., & Soomro, A. S. (2019). Overview of Optimality of New Direct Optimal Methods for the Transportation Problems. Asian Research Journal of Mathematics, 15(4), 1-10.
X. Jamali S., Soomro, A. S., & Shaikh, M. M. (2020). The Minimum Demand Method – A New and Efficient Initial Basic Feasible Solution Method for Transportation Problems., : J. Mech. Cont.& Math. Sci., Vol. 15, No.10, pp. 94-105.
XI. Kalhoro H. B., Abdulrehman H., Shaikh, M. M., Soomro, A. S. (2020). A pioneering and comprehensive database of balanced and unbalanced transportation problems for ready performance evaluation of existing and new methods. J. Mech. Cont.& Math. Sci., Vol. 15, No.11, pp. 149-159.
XII. Korukoğlu, Serdar, and Serkan Ballı. “A Improved Vogel’s Approximation Method for the Transportation Problem.” Mathematical and Computational Applications 16.2 (2011): 370-381.
XIII. Mamidi, Pushpa Latha. “Ones method for finding an optimal solution for transportation problem.” In Proceedings International Conference On Advances In Engineering And Technology, International Association of Engineering & Technology for Skill Development, 41-45, ISBN NO: 978 – 1503304048,
XIV. Massan, S.-u-R., Wagan, A. I., & Shaikh, M. M.. “A new metaheuristic optimization algorithm inspired by human dynasties with an application to the wind turbine micrositing problem.” Applied Soft Computing 90 (2020): 106176.
XV. Pandian, P., and G. Natarajan. “A new method for finding an optimal solution for transportation problems.” International J. of Math. Sci. and Engg. Appls 4 (2010): 59-65.
XVI. Pandian P. and Natarajan G. “A new approach for solving transportation problems with mixed constraints”, Journal of Physical Sciences 14 (2010): 53-61.
XVII. Quddoos, Abdul, Shakeel Javaid, and Mohd Massod Khalid. “A new method for finding an optimal solution for transportation problems.” International Journal on Computer Science and Engineering 4.7 (2012): 1271.
XVIII. Shaikh, Muhammad Mujtaba; Soomro, Abdul Sattar; Kalhoro, Huzoor Bux (2020), “Comprehensive database of test transportation problems (balanced and unbalanced) ”, Mendeley Data, V1, doi: 10.17632/b73b5kmcwm.1
XIX. Sharma, S. D., Sharma Himanshu Operations Research, Kedar Nath Ram Nath, 2010
XX. Soomro, A.S., S. Jamali, and M. M. Shaikh. “On Non-Optimality of Direct Exponential Approach Method for Solution of Transportation Problems.” Sindh University Research Journal-SURJ (Science Series) 49.1 (2017): 183-188
XXI. Soomro, Abdul Sattar, Gurudeo Anand Tularam, and Ghulam Murtaa Bhayo. “A comparative study of initial basic feasible solution methods for transportation problems.” Mathematical Theory and Modeling 4.1 (2014): 11-18.
XXII. Soomro, Abdul Sattar, Muhammad Junaid, and Gurudev Anand Tularam. “Modified Vogel’s Approximation Method for Solving Transportation Problems.” Mathematical Theory and Modeling 5.4 (2015): 32-42.
XXIII. Sudhakar, V. J., N. Arunsankar, and T. Karpagam. “A new approach for finding an optimal solution for transportation problems.” European journal of scientific Research 68.2 (2012): 254-257.
XXIV. Taha, Hamdy A. Operations research: An introduction (for VTU). Pearson Education India, 2005.
XXV. Unit 1, Lesson 15: “Methods for finding initial solution for a transportation problem” @ https://www.coursehero.com/file/10473072/3TransportationProblem/
XXVI. Vannan, S. Ezhil, and S. Rekha. “A New Method for Obtaining an Optimal Solution for Transportation Problems.” International Journal of Engineering and Advanced Technology 2 (2013).
XXVII. Winston, Wayne L. “Transportation, Assignment, and Transshipment Problems.” Operations Research Applications and Algorithms, Duxbury Press, California (1994): 338.
XXVIII. Yousaf, M., Shaikh M. M., & Shaikh A. W. (2020). Some Efficient Mathematical Programming Techniques for Balancing Equations of Complex Chemical Reactions., : J. Mech. Cont. & Math. Sci.,Vol. 15, No.10, pp. 53-66.

View Download

STRUM-LIOUVILLE FORM AND OTHER IMPORTANT PROPERTIES OF MODIFIED ORTHOGONAL BOUBAKER POLYNOMIALS

Authors:

Nazeer Ahmed Khoso, Muhammad Mujtaba Shaikh, Abdul Wasim Shaikh

DOI NO:

https://doi.org/10.26782/jmcms.2021.01.00007

Abstract:

In this paper, some classical properties of modified orthogonal Boubaker polynomials (MOBPs) are considered, which are: the three-term recurrence relation, Rodriguez formula, characteristic differential equation and the Strum-Liouville form. The only properties of the MOBPs known so far are orthogonality evidence, weight function, orthonormality evidence and zeros. The new properties established in this work will to the applicability of the MOBPs in different areas of science and engineering where the classical non-orthogonal Boubaker polynomials could be applied, and even in cases where these cannot be applied.   

Keywords:

Recurrence relation, Rodriguez’s formula, Orthogonality, Strum-Liouville form.,Rodriguez’s formula,Orthogonality,Strum-Liouville form,

Refference:

I. Abramowitz, M. and Stegun, I. A. (Eds.). “Orthogonal Polynomials.” Ch. 22 in Handbook of Mathematical Functions with Formulas, Graphs, and Mathematical Tables, 9th printing. New York: Dover, pp. 771-802, 1972.
II. Ahmed, I. N. (2020). Numerical Solution for Solving Two-Points Boundary Value Problems Using Orthogonal Boubaker Polynomials. Emirates Journal for Engineering Research, 25(2), 4.
III. Boubaker, K. (2007). On modified Boubaker polynomials: some differential and analytical properties of the new polynomials issued from an attempt for solving bi-varied heat equation. Trends in Applied Sciences Research, 2(6), 540-544
IV. Boubaker, K., Chaouachi, A., Amlouk, M., & Bouzouita, H. (2007). Enhancement of pyrolysis spray disposal performance using thermal time-response to precursor uniform deposition. The European Physical Journal-Applied Physics, 37(1), 105-109.
V. Chew, W. C., & Kong, J. A. (1981, March). Asymptotic formula for the capacitance of two oppositely charged discs. In Mathematical Proceedings of the Cambridge Philosophical Society (Vol. 89, No. 2, pp. 373-384). Cambridge University Press.
VI. Dada, M., Awojoy ogbe, O. B., Hasler, M. F., Mahmoud, K. B. B., & Bannour, A. (2008). Establishment of a Chebyshev-dependent inhomogeneous second order differential equation for the applied physics-related Boubaker-Turki polynomials. Applications and Applied Mathematics: An International Journal, 3(2), 329-336.
VII. Dubey, B., Zhao, T.G., Jonsson, M., Rahmanov, H., 2010. A solution to the accelerated-predator-satiety Lotka–Volterra predator–prey problem using Boubaker polynomial expansion scheme. J. Theor. Biol. 264 (1), 154–160.
VIII. Khoso, N. A., Shaikh, M. M., Shaikh A. W. (2020) “On orthogonalization of Boubaker polynomials”, Journal of Mechanics of Continua and Mathematical Sciences, Vo. 15, No. 11, 119-131.
IX. Labiadh, H., & Boubaker, K. (2007). A Sturm-Liouville shaped characteristic differential equation as a guide to establish a quasi-polynomial expression to the Boubaker polynomials. Дифференциальные уравнения и процессы управления, (2), 117-133.
X. Orthogonal polynomials, Encyclopedia of Mathematics, EMS Press, 2001 [1994]
XI. Ouda, E. H., Ibraheem, S. F., & Fahmi, I. N. A. (2016). Indirect Method for Optimal Control Problem Using Boubaker Polynomial. Baghdad Science Journal, 13, 1.
XII. Shaikh, M. M., & Boubaker, K. (2016). An efficient numerical method for computation of the number of complex zeros of real polynomials inside the open unit disk. Journal of the Association of Arab Universities for Basic and Applied Sciences, 21(1), 86–91.
XIII. Slama, S., Bessrour, J., Boubaker, K., Bouhafs, M., 2008b. A dynamical model for investigation of A3 point maximal spatial evolution during resistance spot welding using Boubaker polynomials. Eur. Phys. J. Appl. Phys. 44 (03), 317–322.
XIV. Yücel, U. (2010). The Boubaker Polynomials Expansion Scheme for Solving Applied-physics Nonlinear high-order Differential Equations. Studies in Nonlinear Science, 1(1), 1-7.

View Download

ENHANCING STRUCTURAL RESPONSE USING INERTER DAMPERS

Authors:

Shahad Nazar Jabbar, Waleed K. Al-Ashtari

DOI NO:

https://doi.org/10.26782/jmcms.2021.01.00008

Abstract:

This paper deals with one kind of dampers which is inerter damper, Inerter is a new mechanical element proposed by Professor Malcolm C. Smith from Cambridge University, which is defined as a mechanical two-terminal, one-port device with the property that the equal and opposite force applied at the terminals is proportional to the relative acceleration between the terminals the principle work of inerter damper is how to convert the linear motion into rotational motion to mitigation the external excitation. Theoretical analysis was presented first part is the analytical study which made modeling for the damping structure proposed and get the equation of motion for the inerter behavior, secondly numerical analysis where the program (ANSYS WORK-Bench 18.2) was adopted, and study the parameters which effected on the damping behavior of inerter structure proposed that is (stiffness, coefficient of friction and mass of flywheel). Where it was found that when the stiffness of the springs increased gradually from (0.2, 0.3, 0.4, 0.6 and 0.8) Kn/mm the amplitude reduced from (25.791, 17.194, 12.896, 8.5974 to 6.4482) mm respectively for each stiffness reading, also the mass of inerter when increased gradually (200,400,600,800 and 1000) g with a constant coefficient of friction and constant stiffness 0.4, 0.6 Kn/mm respectively, the amplitude decrease from 6.3525 to 4.036290. Finally, to study the effect inerter mass on the structures, the mass of inerter increased from (200,400,600,800 to 1000) g gradually to the constant cantilever mass structure equal to 130g. The ratio of the inerter mass to the threshold mass is approximately 1.5 to 7.5  As results obtained from the previous study, the amplitude obtained for each mass (1.0778, 1.069, 1.0509, 0.9514 to 0.872) respectively

Keywords:

Inerter damper,enhancing response,ball-screw inerter,

Refference:

I. A. Siami, A. Cigada, H.R. Karimi, E. Zappa E. Sabbioni , Using inerter-based isolator for passive vibration control of Michelangelo’s Rondanini Pietà, ScienceDirect, IFAC isolator for passive vibration 2017.
II. A.V. Bhaskararao, R.S. Jangid, Seismic analysis of structures connected with friction dampers, Department of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai, 400 076, India.
III. K. Asadi, H.Ahmadian, H.Jalali, Micro/macro-slip damping in beams with frictional contact interface, Journal of Sound and Vibration 331 (2012) , Iran University of Science and Technology, Narmak, Tehran.

IV. Ladislav Pust, Ludˇek Peˇsek, Alena Radolfova, Engineering Mechanics, Various Types of Dry Friction Characteristics for Vibration Damping. Vol.18, 2011, No.3/4, p.203–224.
V. Marcelo Braga dos Santos, Humberto Tronconi Coelho, Francisco Paulo Lepore Neto, Jarir Mafhoud, Assessment of semi-active friction dampers, Mechanical system and signal processing 94 (2017).
VI. Michael Z. Q. Chen • Yinlong Hu, Inerter and Its Application in Vibration Control Systems Nanjing University of Science and Technology Nanjing, Jiangsu, China
VII. Rami Faraj?, Lukasz Jankowski, Cezary Graczykowski, Jan Holnicki-Szulc , Can the inerter be a successful shock-absorber? The case of a ball-screw inerter with a variable thread lead, Polish Academy of Sciences, Warsaw, Poland.
VIII. Y. G. Wu a, L. Li a,b, Y. Fana,b,∗, H.Y.Maa, W.J.Wanga, J.-L. Christenc, M.
Ichchou, Design of semi-active dry friction dampers for steady-state vibration: sensitivity analysis and experimental studies School of Energy and Power Engineering, Beihang University, Beijing, 100191, China

View Download

EXPERIMENTAL INVESTIGATION OF MECHANICAL PROPERTIES OF SOLID CONCRETE BLOCK MASONRY EMPLOYING DIFFERENT MORTAR RATIOS

Authors:

Muhammad Rizwan, Hanif Ullah, Ezaz Ali Khan, Nayab Khan, Talha Rasheed

DOI NO:

https://doi.org/10.26782/jmcms.2021.01.00009

Abstract:

This research work aims to investigate experimentally the mechanical properties of solid concrete blocks as an individual unit and assembly (block masonry) employing different mortar mix ratios. The material properties of the concrete block unit, such as compressive strength and unit weight were explored by taking three samples from the four local factories. The block masonry assemblages were subjected to various load patterns for the evaluation of compressive strength, diagonal tensile strength and shear strength. For the bond, four types of mortars i.e., cement - sand (1:4), cement - sand (1:8), cement – sand - khaka (1:2:2) and cement - sand - khaka (1:4:4) were used in the joints of concrete block masonry assemblages. (Khaka is a by-product formed in the stone crushing process). For each type of mortar, three samples of block masonry were fabricated for compressive strength, shear strength and diagonal tensile strength, and tested in the laboratory. It is observed that the replacement of sand by khaka enhanced the mechanical properties of masonry.

Keywords:

block masonry,mortar,khaka,compressive strength,diagonal tensile strength,shear strength,

Refference:

I. A. Thamboo, M. Dhanasekar, and C. Yan, “Effects of joint thickness, adhesion and web shells to the face shell bedded concrete masonry loaded in compression,” Australian Journal of Structural Engineering, vol. 14, no. 3, pp. 291-302, 2013.
II. ASTM, “Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens),” Annual Book of ASTM StandardsAnnual Book of ASTM Standards, vol. 4, no. 1, pp. 1-9, 2013.
III. ASTM, “Standard test methods for sampling and testing concrete masonry units and related units,” 2008.
IV. B. Lima, A. N. Lima, and W. S. Assis, “Study of the influence of compressive strength and thickness of capping-mortar on compressive strength of prisms of structural clay blocks.”.
V. B. Lima, A. N. Lima, and W. S. Assis, “Study of the influence of compressive strength and thickness of capping-mortar on compressive strength of prisms of structural clay blocks.”
VI. Badrashi, “Experimental investigation on the characterization of solid clay brick masonry for lateral shear strength evaluation (Master of Science in Civil Engineerign (Structural Engineering) desertation),” 2008.
VII. Bhosale, N. P. Zade, P. Sarkar, and R. Davis, “Mechanical and physical properties of cellular lightweight concrete block masonry,” Construction and Building Materials, vol. 248, pp. 118621, 2020.
VIII. Calderoni, E. A. Cordasco, M. Del Zoppo, and A. Prota, “Damage assessment of modern masonry buildings after the L’Aquila earthquake,” Bulletin of Earthquake Engineering, vol. 18, no. 5, pp. 2275-2301, 2020.
IX. Da Porto, F. Mosele, and C. Modena, “Compressive behaviour of a new reinforced masonry system,” Materials and structures, vol. 44, no. 3, pp. 565-581, 2011.
X. F. Da Porto, F. Mosele, and C. Modena, “Compressive behaviour of a new reinforced masonry system,” Materials and structures, vol. 44, no. 3, pp. 565-581, 2011.
XI. F. E. Caldeira, G. H. Nalon, D. S. de Oliveira, L. G. Pedroti, J. C. L. Ribeiro, F. A. Ferreira, and J. M. F. de Carvalho, “Influence of joint thickness and strength of mortars on the compressive behavior of prisms made of normal and high-strength concrete blocks,” Construction and Building Materials, vol. 234, pp. 117419, 2020.
XII. G. Mohamad, F. S. Fonseca, A. T. Vermeltfoort, D. R. Martens, and P. B. Lourenço, “Strength, behavior, and failure mode of hollow concrete masonry constructed with mortars of different strengths,” Construction and Building Materials, vol. 134, pp. 489-496, 2017.
XIII. G. Mohamad, F. S. Fonseca, A. T. Vermeltfoort, D. R. Martens, and P. B. Lourenço, “Strength, behavior, and failure mode of hollow concrete masonry constructed with mortars of different strengths,” Construction and Building Materials, vol. 134, pp. 489-496, 2017.
XIV. Galabada, M. Rajapaksha, F. Arooz, and R. Halwatura, “Identifying the Impact of Concrete Specimens Size and Shape on Compressive Strength: A Case Study of Mud Concrete,” Engineering, Technology & Applied Science Research, vol. 9, no. 5, pp. 4667-4672, 2019.
XV. H. U. Shah, M. Nadeem, Q. F. ur Rehman, and E. W. ur Rehman, “Design and Shape Optimization of Solid Concrete Blocks for Masonry Structures in Northern Areas of Pakistan.”
XVI. J. A. Thamboo, M. Dhanasekar, and C. Yan, “Effects of joint thickness, adhesion and web shells to the face shell bedded concrete masonry loaded in compression,” Australian Journal of Structural Engineering, vol. 14, no. 3, pp. 291-302, 2013.
XVII. J. Francis, C. Horman, and L. Jerrems, “The effect of joint thickness and other factors on the compressive strength of brickwork.” pp. 31-37.
XVIII. J. Francis, C. Horman, and L. Jerrems, “The effect of joint thickness and other factors on the compressive strength of brickwork.” pp. 31-37.
XIX. Jowhar Hayat, 2 Saqib Shah, 3 Faisal Hayat Khan, 4Mehr E Munir, : Study on Utilization of Different Lightweight Materials Used in the Manufacturingof Lightweight Concrete Bricks/Blocks, J.Mech.Cont.& Math. Sci., Vol.-14, No.2, March-April (2019) pp 58-71
XX. Masood Fawwad, Asad-ur-Rehman Khan, : Behaviour of Full Scale Reinforced Concrete Beams Strengthened with Textile Reinforced Mortar (TRM), J. Mech. Cont.& Math. Sci., Vol.-14, No.-3, May-June (2019) pp 65-82
XXI. Q. Ali, Y. I. Badrashi, N. Ahmad, B. Alam, S. Rehman, and F. A. S. Banori, “Experimental investigation on the characterization of solid clay brick masonry for lateral shear strength evaluation,” International Journal of Earth Sciences and Engineering, vol. 5, no. 04, pp. 782-791, 2012.
XXII. Q. Zhou, F. Wang, F. Zhu, and X. Yang, “Stress–strain model for hollow concrete block masonry under uniaxial compression,” Materials and Structures, vol. 50, no. 2, pp. 106, 2017..
XXIII. Q. Zhou, F. Wang, F. Zhu, and X. Yang, “Stress–strain model for hollow concrete block masonry under uniaxial compression,” Materials and Structures, vol. 50, no. 2, pp. 106, 2017.
XXIV. R. O. G. Martins, G. H. Nalon, R. d. C. S. Sant’Ana, L. G. Pedroti, and J. C. L. Ribeiro, “Influence of blocks and grout on compressive strength and stiffness of concrete masonry prisms,” Construction and Building Materials, vol. 182, pp. 233-241, 2018..
XXV. R. O. G. Martins, G. H. Nalon, R. d. C. S. Sant’Ana, L. G. Pedroti, and J. C. L. Ribeiro, “Influence of blocks and grout on compressive strength and stiffness of concrete masonry prisms,” Construction and Building Materials, vol. 182, pp. 233-241, 2018.
XXVI. S. Dehghan, M. Najafgholipour, V. Baneshi, and M. Rowshanzamir, “Mechanical and bond properties of solid clay brick masonry with different sand grading,” Construction and Building Materials, vol. 174, pp. 1-10, 2018.
XXVII. S. f. Testing, and M. C. C. o. M. M. Units, Standard Test Method for Compressive Strength of Masonry Prisms: ASTM International, 2004.
XXVIII. S. f. Testing, and Materials, Standard test method for diagonal tension (shear) in masonry assemblages: ASTM International, 2010.
XXIX. S. Institution, Methods of Test for Masonry: Part 3: Determination of Initial Shear Strength: British Standards Institution, 2002.
XXX. S. S. Prakash, M. Aqhtarudin, and J. S. Dhara, “Behaviour of soft brick masonry small assemblies with and without strengthening under compression loading,” Materials and Structures, vol. 49, no. 7, pp. 2919-2934, 2016..
XXXI. S. S. Prakash, M. Aqhtarudin, and J. S. Dhara, “Behaviour of soft brick masonry small assemblies with and without strengthening under compression loading,” Materials and Structures, vol. 49, no. 7, pp. 2919-2934, 2016.
XXXII. S. Sazedj, A. J. Morais, and S. Jalali, “Comparison of environmental benchmarks of masonry and concrete structure based on a building model,” Construction and Building Materials, vol. 141, pp. 36-43, 2017.
XXXIII. S. Sazedj, A. J. Morais, and S. Jalali, “Comparison of environmental benchmarks of masonry and concrete structure based on a building model,” Construction and Building Materials, vol. 141, pp. 36-43, 2017.
XXXIV. Santos, R. Alvarenga, J. Ribeiro, L. Castro, R. Silva, A. Santos, and G. Nalon, “Numerical and experimental evaluation of masonry prisms by finite element method,” Revista IBRACON de Estruturas e Materiais, vol. 10, no. 2, pp. 477-508, 2017..
XXXV. Santos, R. Alvarenga, J. Ribeiro, L. Castro, R. Silva, A. Santos, and G. Nalon, “Numerical and experimental evaluation of masonry prisms by finite element method,” Revista IBRACON de Estruturas e Materiais, vol. 10, no. 2, pp. 477-508, 2017.
XXXVI. Syiemiong, and C. Marthong, “Effect of mortar grade on the uniaxial compression strength of low-strength hollow concrete block masonry prisms,” Materials Today: Proceedings, 2020.
XXXVII. T. M. Shah, A. Kumar, S. N. R. Shah, A. A. Jhatial, and M. H. Janwery, “Evaluation of the mechanical behavior of local brick masonry in Pakistan,” Engineering, Technology & Applied Science Research, vol. 9, no. 3, pp. 4298-4300, 2019.

View Download

MODIFIED SIRD MODEL OF EPIDEMIC DISEASE DYNAMICS: A CASE STUDY OF THE COVID-19 CORONAVIRUS

Authors:

Asish Mitra

DOI NO:

https://doi.org/10.26782/jmcms.2021.02.00001

Abstract:

          The present study shows that a simple epidemiological model can reproduce the real data accurately. It demonstrates indisputably that the dynamics of the COVID-19 outbreak can be explained by the modified version of the compartmental epidemiological framework Susceptible-Infected-Recovered-Dead (SIRD) model. The parameters of this model can be standardized using prior knowledge. However, out of several time-series data available on several websites, only the number of dead individuals (D(t)) can be regarded as a more reliable representation of the course of the epidemic. Therefore it is wise to convert all the equations of the SIRD Model into a single one in terms of D(t). This modified SIRD model is now able to give reliable forecasts and conveys relevant information compared to more complex models.

Keywords:

COVID-19,Epidemic Disease,Modified SIRD Model,Parameter Estimation,

Refference:

I. Anastassopoulou et al. Data-based analysis, modelling and forecasting of the covid-19 out-break. PLOS ONE, 2020. doi:10.1371/journal.pone.0230405.

II. Asish Mitra, Covid-19 in India and SIR Model, J. Mech.Cont. & Math. Sci., 15, 1-8, 2020.

III. Castilho et al. Assessing the efficiency of different control strategies for the coronavirus (covid-19) epidemic. ArXiv e-prints, 2020, 2004.03539.

IV. Chen et al. A time-dependent sir model for covid-19 with undetectable infected persons. ArXiv e-prints, 2020, 2003.00122.

V. D. J. Daley and J. Gani. Epidemic Modelling: An Introduction. Cambridge University Press, 2001.

VI. Duccio Fanelli and Francesco Piazza. Analysis and forecast of covid-19 spreading in China, Italy and France. Chaos, Solitons and Fractals, 134:109761, 2020, 2003.06031. doi:10.1016/j.chaos.2020.109761.

VII. Goncalo Oliveira. Refined compartmental models, asymptomatic carriers and covid-19. ArXiv e-prints, 2020, 2004.14780. doi:10.1101/2020.04.14.20065128.

VIII. Herbert W. Hethcote. The mathematics of infectious diseases. SIAM Review, 42(4):599-653, 2000.

IX. https://data.humdata.org/dataset/novel-coronavirus-2019-ncov-cases.

X. Julie Blackwood and Lauren M. Childs. An introduction to compartmental modeling for the budding infectious disease modeler. Letters in Biomathematics, 5:1:195-221, 2018. doi:10.1080/23737867.2018.1509026.

XI. Keeling Matt J. and Pejman Rohani. Modeling Infectious Diseases in Humans and Animals. Princeton University Press, 2008.

XII. Lipsitch et al. Transmission dynamics and control of severe acute respiratory syndrome.Science, 300(5627):1966-1970, 2003. doi:10.1126/science.1086616.

XIII. Loli et al. Preliminary analysis of covid-19 spread in Italy with an adaptive SEIRD model. ArXiv e-prints, 2020, 2003.09909.
XIV. Md. Zaidur Rahman, Md. Abul Kalam Azad, Md. Nazmul Hasan, : MATHEMATICAL MODEL FOR THE SPREAD OF EPIDEMICS, J. Mech.Cont. & Math. Sci., Vol.-6, No.-2, January (2012) Pages 843-858.

XV. Michael Y Li. An Introduction to Mathematical Modeling of Infectious Diseases. Springer International Publishing, 2018.

XVI. Natalie M Linton et all. Incubation period and other epidemiological characteristics of 2019 novel coronavirus infections with right truncation: a statistical analysis of publicly available case data. Journal of clinical medicine, 9(2):538, 2020.

XVII. Prem et al. The effect of control strategies to reduce social mixing on outcomes of the covid-19 epidemic in Wuhan, China: a modelling study. The Lancet, 5:261-270, 2020. doi:10.1016/S2468-2667(20)30073-6.

XVIII. S. Gupta, R. Shankar Estimating the number of COVID-19 infections in Indian hot-spots using fatality data, arXiv:2004.04025 [q-bio.PE]

XIX. Solving applied mathematical problems with MATLAB / Dingyu Xue, Chapman & Hall/CRC.

XX. Villaverde. Estimating and simulating a SIRD model of covid-19 for many countries, states, and cities.
https://cepr.org/active/publications/discussion_papers/dp.php?dpno=14711, 2020.

XXI. W. O. Kermack and A. G. McKendrick. A contribution to the mathematical theory of epidemics. Proc. R. Soc. Lond. A, 115(772):700–721, 1927.

View Download

EXPERIMENTAL STUDY OF SPACE HEATING BY AIR HEATER SOLAR WITH PHASE CHANGE THERMAL STORAGE

Authors:

Duaa Saad Saleh, Najim Abid Jassim

DOI NO:

https://doi.org/10.26782/jmcms.2021.02.00002

Abstract:

In the current research, studied experimentally of a solar air collector was conducted using latent thermal storage (wax of paraffin), in which energy of solar is collected during the time day, and released after sunset. Experimental studies were conducted under the Climate of Iraq - Baghdad (longitude 44.4 degrees east and latitude 33.34 degrees north). At various rates of mass flow air 0.027 kg / s, 0.03255 kg / s, and 0.038 kg / s in winter 2020 and on clear days, measurements and experimental work were conducted. The experimental findings indicated that the speed of paraffin wax melting is reversely proportional to the rate of mass flow of air. In m=0.038kg/s, the maximum heat gain value occurs. An increase in the rate of air mass flow decreases heat storage time.

Keywords:

Air heater solar,Thermal storage,paraffin wax,Space heating,Phase Change Material (PCM).,

Refference:

I. A. E. Kabeel, A. Khalil, S. M. Shalaby, and M. E. Zayed, “Experimental investigation of thermal performance of flat and v-corrugated plate solar air heaters with and without PCM as thermal energy storage,” Energy Convers. Manag., vol. 113, pp. 264–272, 2016.

II. A. S. Mahmood, “Experimental Study on Double-Pass Solar Air Heater with and without using Phase Change Material,” J. Eng., vol. 25, no. 2, pp. 1–17, 2019.

III. Alaa A.Ghulam, Ihsan Y. Hussain, : PERFORMANCE ENHANCEMENTS OF PHASE CHANGE MATERIAL (PCM) CASCADE THERMAL ENERGY STORAGE SYSTEM BY USING METAL FOAM, J. Mech. Cont. & Math. Sci., Vol.-15, No.-5, May (2020) pp 159-173.

IV. Firas Ahmed Khalil, Najim Abed Jassim, : THERMAL PERFORMANCE OF A SOLAR-ASSISTED HEAT PUMP WITH A DOUBLE PASS SOLAR AIR COLLECTOR UNDER CLIMATE CONDITIONS OF IRAQ, J. Mech. Cont.& Math. Sci., Vol.-14, No.-6 November-December (2019) pp 426-449.
V. J. A. Duffie, W. A. Beckman, and N. Blair, Solar engineering of thermal processes, photovoltaics and wind. John Wiley & Sons, 2020.

VI. K. Bin Sopian, M. Sohif, and M. Alghoul, “Output air temperature prediction in a solar air heater integrated with phase change material,” Eur. J. Sci. Res., vol. 27, no. 3, pp. 334–341, 2009.

VII. K. I. Abaas, “The Effect of Using a Paraffin Wax-Aluminum Chip Compound As Thermal Storage Materials in a Solar Air Heater,” Al-Rafidain Univ. Coll. Sci., no. 34, pp. 259–284, 2014.

VIII. M. Sajawal, T. Rehman, H. M. Ali, U. Sajjad, A. Raza, and M. S. Bhatti, “Experimental thermal performance analysis of finned tube-phase change material based double pass solar air heater,” Case Stud. Therm. Eng., vol. 15, p. 100543, 2019.

IX. O. Ojike and W. I. Okonkwo, “Study of a passive solar air heater using palm oil and paraffin as storage media,” Case Stud. Therm. Eng., vol. 14, p. 100454, 2019.

X. P. Charvat, L. Klimes, and O. Pech, “Experimental and numerical study into solar air collectors with integrated latent heat thermal storage,” Cent. Eur. Towar. Sustain. Build. Low-tech high-tech Mater. Technol. Sustain. Build., pp. 1–4, 2013.

XI. S. Bouadila, S. Kooli, M. Lazaar, S. Skouri, and A. Farhat, “Performance of a new solar air heater with packed-bed latent storage energy for nocturnal use,” Appl. Energy, vol. 110, pp. 267–275, 2013.

XII. S. M. Salih, J. M. Jalil, and S. E. Najim, “Experimental and numerical analysis of double-pass solar air heater utilizing multiple capsules PCM,” Renew. Energy, vol. 143, pp. 1053–1066, 2019.

View Download

TWO-DIMENSIONAL HYDRODYNAMIC EROSION MODEL APPLIED TO SPUR DYKES

Authors:

Fayaz A. Khan, Humna Hamid, Yasir I. Badrashi

DOI NO:

https://doi.org/10.26782/jmcms.2021.02.00003

Abstract:

With the advances in the field of computing, robust CFD models have evolved in the last two decades. Initially, one and two-dimensional models were used but these days, three-dimensional models are used frequently that produce more accurate results. However, the solution of 3D models is expensive not only in terms of computational costs but is time-consuming. In this work, a two-dimensional CFD model that is based on shallow water equations coupled with an erosion model is presented. The equations are solved using finite volume formulation and high-resolution shock capturing methods. This study is an attempt to cover accuracy issues with 2D models by incorporating high-resolution shock capturing methods as compared to 3D models, the solution of which is based on conventional schemes. The model is initially used to simulate dam-break problems over fixed and mobile beds to assess the model stability and hydraulic performance in terms of simulating the flow and bed morphology. The assessment has shown the model to be stable throughout the simulation and the produced results have shown the hydro-dynamic capability of the model. The model is then applied to simulate flow over an erodible sediment bed in a channel with spur dykes on its flood plain. The simulated results are compared with experimental results and numerical results of a 3D model. The comparison has shown a close agreement both with experimental and numerical 3D model results that show that the model could be applied to study bed morphology confidently.

Keywords:

CFD,High Resolution,Shock Capturing,Mobile Beds,

Refference:

I. A. Canestrelli, M. Dumbser, A. Siviglia, and E. F. Toro, “Well-balanced high-order centered schemes on unstructured meshes for shallow water equations with fixed and mobile bed,” Adv. Water Resour., vol. 33, no. 3, pp. 291–303, 2010.
II. B. van Leer, “Towards the ultimate conservative difference scheme. V. A second-order sequel to Godunov’s method,” J. Comput. Phys., vol. 32, no. 1, pp. 101–136, 1979.
III. C. F. Scott and F. A. Khan, “Two-Dimensional Dam Break Hydraulics Over an Erodible Bed,” Annual Conference on Hydraulic Engineering, Dresden, 2010.
IV. C. Juez, J. Murillo, and P. García-Navarro, “A 2D weakly-coupled and efficient numerical model for transient shallow flow and movable bed,” Advances in Water Resources, vol. 71, pp. 93–109, 2014.
V. D. Santillán, L. Cueto-Felgueroso, A. Sordo-Ward, and L. Garrote, “Influence of Erodible Beds on Shallow Water Hydrodynamics during Flood Events,” Water, vol. 12, no. 12, p. 3340, 2020.
VI. E. Elawady, M. Michiue, and O. Hinokidani, “Experimental Study of Flow Behavior Around Submerged Spur-Dike On Rigid Bed,” Proc. Hydraul. Eng., vol. 44, pp. 539–544, 2000.
VII. E. F. Toro, “Shock-capturing methods for free-surface shallow flows,” 2001.
VIII. F. Bahmanpouri, M. Daliri, A. Khoshkonesh, M. Montazeri Namin, and M. Buccino, “Bed compaction effect on dam break flow over erodible bed; experimental and numerical modeling,” J. Hydrol., 2020.
IX. G. Kesserwani, A. Shamkhalchian, and M. J. Zadeh, “Fully Coupled Discontinuous Galerkin Modeling of Dam-Break Flows over Movable Bed with Sediment Transport,” J. Hydraul. Eng., vol. 140, no. 4, 2014.
X. H. Hu, J. Zhang, and T. Li, “Dam-Break Flows: Comparison between Flow-3D, MIKE 3 FM, and Analytical Solutions with Experimental Data,” Appl. Sci., vol. 8, no. 12, Dec. 2018.
XI. H. Nakagawa, H. Zhang, and Y. Muto, “Modeling of sediment transport in alluvial rivers with spur dykes,” in Ninth International Symposium on River Sedimentation, Yichang, China, pp. 18–21, 2004.
XII. J. H. Almedeij and P. Diplas, “Bedload Transport in Gravel-Bed Streams with Unimodal Sediment,” J. Hydraul. Eng., vol. 129, no. 11, pp. 896–904, 2003.
XIII. J. Xia, B. Lin, R. A. Falconer, and G. Wang, “Modelling dam-break flows over mobile beds using a 2D coupled approach,” Adv. Water Resour., vol. 33, no. 2, pp. 171–183, 2010.
XIV. M. Ghodsian and M. Vaghefi, “Experimental study on scour and flow field in a scour hole around a T-shape spur dike in a 90° bend,” Int. J. Sediment Res., vol. 24, no. 2, pp. 145–158, 2009.
XV. M. J. Creed, I.-G. Apostolidou, P. H. Taylor, and A. G. L. Borthwick, “A finite volume shock-capturing solver of the fully coupled shallow water-sediment equations,” Int. J. Numer. Methods Fluids, vol. 84, no. 9, pp. 509–542, 2017.
XVI. M. Vaghefi, S. Solati, and C. Abdi Chooplou, “The effect of upstream T-shaped spur dike on reducing the amount of scouring around downstream bridge pier located at a 180° sharp bend,” Int. J. River Basin Manag., 2020.
XVII. P. Batten, C. Lambert, and D. M. Causon, “Positively conservative high-resolution convection schemes for unstructured elements,” Int. J. Numer. Methods Eng., 1996.
XVIII. R. A. Kuhnle, C. V. Alonso, and F. D. Shields, “Local Scour Associated with Angled Spur Dikes,” J. Hydraul. Eng., vol. 128, no. 12, pp. 1087–1093, 2002.
XIX. S. Zhang and J. G. Duan, “1D finite volume model of unsteady flow over mobile bed,” J. Hydrol., vol. 405, no. 1–2, pp. 57–68, 2011.
XX. Sepehr Mortazavi Farsani, Najaf Hedayat, Nelia sadeghi Khoveigani, : Numerical Simulation of the effect of simple and T-shaped dikes on turbulent flow field and sediment scour/deposition around diversion intakes, J. Mech. Cont.& Math. Sci., Vol.-14, No.-4, July-August (2019) pp 197-215
XXI. T. Uchida and S. Fukuoka, “Quasi-3D two-phase model for dam-break flow over movable bed based on a non-hydrostatic depth-integrated model with a dynamic rough wall law,” Adv. Water Resour., vol. 129, pp. 311–327, 2019.
XXII. Uzair Ali, Syed Shujaat Ali, : SIMULATION OF RIVER HYDRAULIC MODEL FOR FLOOD FORECASTING THROUGH DIMENSIONAL APPROACH, J. Mech. Cont.& Math. Sci., Vol.-15, No.-1, January (2020) pp 275-282
XXIII. W. Wu and S. S. Wang, “One-Dimensional Modeling of Dam-Break Flow over Movable Beds,” J. Hydraul. Eng., vol. 133, no. 1, pp. 48–58, 2007.
XXIV. X. Liu, A. Mohammadian, and J. Á. Infante Sedano, “A numerical model for three-dimensional shallow water flows with sharp gradients over mobile topography,” Comput. Fluids, vol. 154, pp. 1–11, 2017.
XXV. X. Zhang, P. Wang, and C. Yang, “Experimental study on flow turbulence distribution around a spur dike with different structure,” in Procedia Engineering, vol. 28, pp. 772–775, 2012.
XXVI. Y. Jia and S. S. Y. Wang, “Numerical Model for Channel Flow and Morphological Change Studies,” J. Hydraul. Eng., vol. 125, no. 9, pp. 924–933, Sep. 1999.
XXVII. Y. Muto, K. Kitamura, A. Khaleduzzaman, and H. Nakagawa, “Flow and bed topography around impermeable spur dykes.,” Adv. River Eng. JSCE, vol. 9, 2003.
XXVIII. Z. Cao, “Equilibrium near-bed concentration of suspended sediment,” J. Hydraul. Eng., vol. 125, pp. 1270-1278, 1999.
XXIX. Z. Cao, G. Pender, S. Wallis, and P. Carling, “Computational Dam-Break Hydraulics over Erodible Sediment Bed,” J. Hydraul. Eng., vol. 130, no. 7, pp. 689–703, 2004.

View Download

AN ANALYTICAL APPROACH FOR SOLVING THE NONLINEAR JERK OSCILLATOR CONTAINING VELOCITY TIMES ACCELERATION-SQUARED BY AN EXTENDED ITERATION METHOD

Authors:

B. M. Ikramul Haque, Md. Iqbal Hossain

DOI NO:

https://doi.org/10.26782/jmcms.2021.02.00004

Abstract:

The technique to evade jerk from a dynamical system is to reduce the rate of acceleration or deceleration. It is an important issue for our real life. In motion control systems the term “jerk” is the main topic. The jerk equation containing velocity times acceleration-squared describes the characteristics of chaotic behaviour in many nonlinear phenomena, cosmological analysis, kinematical physics, pendulum analysis etc. Thus, the mentioned equation is important in its own right. An extended iteration method, based on Haque’s approach has been applied to find the analytical solution of the oscillator. The recently various method has been developed for finding analytical solutions of the nonlinear equation but; modified extended iteration method based on Haque’s approach is faster and straight forward than others.

Keywords:

Jerk equation,Nonlinear oscillator,Extended iteration technique,Truncated Fourier series,

Refference:

I. Alam, M.S., Razzak M.A., Hosen M.A. and Parvez M.R., “The rapidly convergent solutions of strongly nonlinear oscillators” Spring. Plu., vol. 5, pp. 1258-1273, 2016.
II. Belendez A., Hernandez A., Belendez T., Fernandez E., Alvarez M.L. and Neipp C., “Application of He’s Homotopy perturbation method to Duffing-harmonic oscillator” Int. J. Nonlinear Sci. and Numer. Simul., vol. 8(1), pp. 79-88, 2007.
III. Gottlieb, H.P.W., “Question #38. What is the simplest jerk function that gives chaos?” American Journal of Physics, vol. 64, pp. 525, 1996.
IV. Gottlieb, H.P.W., “Harmonic balance approach to periodic solutions of nonlinear jerk equation” J. Sound Vib., vol. 271, pp. 671-683, 2004.
V. Gottlieb, H.P.W., “Harmonic balance approach to limit cycle for nonlinear jerk equation” J. Sound Vib., vol. 297, pp. 243-250, 2006.
VI. Hu, H., “Perturbation method for periodic solutions of nonlinear jerk equations” Phys. Lett. A, vol. 372, pp. 4205-4209, 2008.
VII. Hu, H., Zheng, M.Y. and Guo, Y.J., “Iteration calculations of periodic solutions to nonlinear jerk equations” Acta Mech., vol. 209, pp. 269-274, 2010.
VIII. Haque, B.M.I., Alam, M.S. and Majedur Rahmam, M., “Modified solutions of some oscillators by iteration procedure” J. Egyptian Math. Soci., vol. 21, pp. 68-73, 2013.
IX. Haque, B.M.I., A “New Approach of Iteration Method for Solving Some Nonlinear Jerk Equations” Global Journal of Science Frontier Research Mathematics and Decision Sciences, vol. 13, pp. 87-98, 2013.
X. Haque, B.M.I., “A New Approach of Mickens’ Extended Iteration Method for Solving Some Nonlinear Jerk Equations” British journal of Mathematics & Computer Science, vol. 4, pp. 3146-3162, 2014.
XI. Haque, B.M.I., Bayezid Bostami M., Ayub Hossain M.M., Hossain M.R. and Rahman M.M., “Mickens Iteration Like Method for Approximate Solution of the Inverse Cubic Nonlinear Oscillator” British journal of Mathematics & Computer Science, vol. 13, pp. 1-9, 2015.
XII. Haque, B.M.I., Ayub Hossain M.M., Bayezid Bostami M. and Hossain M.R., “Analytical Approximate Solutions to the Nonlinear Singular Oscillator: An Iteration Procedure” British journal of Mathematics & Computer Science, vol. 14, pp. 1-7, 2016.
XIII. Haque, B.M.I., Asifuzzaman M. and Kamrul Hasam M., “Improvement of analytical solution to the inverse truly nonlinear oscillator by extended iterative method” Communications in Computer and Information Science, vol. 655, pp. 412-421, 2017.

XIV. Haque, B.M.I., Selim Reza A.K.M. and Mominur Rahman M., “On the Analytical Approximation of the Nonlinear Cubic Oscillator by an Iteration Method” Journal of Advances in Mathematics and Computer Science, vol. 33, pp. 1-9, 2019.
XV. Haque, B.M.I. and Ayub Hossain M.M., “A Modified Solution of the Nonlinear Singular Oscillator by Extended Iteration Procedure” Journal of Advances in Mathematics and Computer Science, vol. 34, pp. 1-9, 2019.
XVI. Haque B M I, Zaidur Rahman M and Iqbal Hossain M, “Periodic solution of the nonlinear jerk oscillator containing velocity times acceleration-squared: an iteration approach”, J. Mech. Cont.& Math. Sci., Vol.-15, No.-6, June (2020) pp 493-433.
XVII. Leung, A.Y.T. and Guo, Z., “Residue harmonic balance approach to limit cycles of nonlinear jerk equations” Int. J. Nonlinear Mech., vol. 46, pp. 898-906, 2011.
XVIII. Ma, X., Wei, L. and Guo, Z., “He’s homotopy perturbation method to periodic solutions of nonlinear jerk equations” J. Sound Vib., vol. 314, pp. 217-227, 2008.
XIX. Mickens, R.E., “Comments on the method of harmonic balance” J. Sound Vib., vol. 94, pp. 456-460, 1984.
XX. Mickens, R.E., “Iteration Procedure for determining approximate solutions to nonlinear oscillator equation” J. Sound Vib., vol. 116, pp. 185-188, 1987.
XXI. Nayfeh, A.H., “Perturbation Method” John Wiley & Sons, New York, 1973.
XXII. Ramos, J.I. and Garcia-Lopez, “A Volterra integral formulation for determining the periodic solutions of some autonomous, nonlinear, third-order ordinary differential equations” Appl. Math. Comput., vol. 216, pp. 2635-2644, 2010.
XXIII. Wu, B.S., Lim, C.W. and Sun, W.P., “Improved harmonic balance approach to periodic solutions of nonlinear jerk equations” Phys. Lett. A, vol. 354, pp. 95-100, 2006.
XXIV. Zheng, M.Y., Zhang, B.J., Zhang, N., Shao, X.X. and Sun, G.Y., “Comparison of two iteration procedures for a class of nonlinear jerk equations” Acta Mech. vol. 224, pp. 231-239, 2013.

View Download

NUMERICAL SOLUTION OF TIME FRACTIONAL TIME REGULARIZED LONG WAVE EQUATION BY ADOMINAN DECOMPOSITION METHOD AND APPLICATIONS

Authors:

Bhausaheb Sontakke, Rajashri Pandit

DOI NO:

https://doi.org/10.26782/jmcms.2021.02.00005

Abstract:

In the paper, we develop the Adomian Decomposition Method for the fractional-order nonlinear Time Regularized Long Wave Equation (TRLW) equation. Caputo fractional derivatives are used to define fractional derivatives. We know that nonlinear physical phenomena can be explained with the help of nonlinear evolution equations. Therefore solving TRLW is very helpful to obtain the solution of many physical theories. In this paper, we will solve the time-fractional TRLW equation which may help researchers with their work. We solve some examples numerically, which will show the efficiency and convenience of the Adomian Decomposition Method.

Keywords:

Time Regularized Long Wave equation,Fractional derivative,Adomian Decomposition Method,Convergence,Mathematica,

Refference:

I. Adomian G., “A Review of Decomposition method in applied mathematics”,J. Math. Anal. Appl., 135, (1988), 501-544.
II. Adomian G., “Solving Frontier Problems of Physics: The Decomposition Method”,Kluwer, Boston, 1994.
III. Adomian G., “The diffusion-Brusselator equation”, Comput. Math. Appl., 29 , (1995), 1-3.
IV. Adomian G., ”Solution of coupled nonlinear partial differential equations by decomposition”, Comput. Math. Appl., 31(6), (1996), 117-120.
V. Biazar J., Babolian E., “Solution of the system of ordinary differential equationsby Adomian Decomposition Method”, Appl.Math.Comput.147 (3), (2004), 713-719.
VI. Bratsos A., Ehrhardt M.,.Famelis I .,“A discrete Adomian Decomposition Method for discrete nonlinear Schrondinger equations”, Appl. Math. Comput., 197,(2008), 190-205.
VII. Daftardar-Gejji V., Jafari H., “Adomian Decomposition: a tool for solving a system of fractional differential equations”, J. Math. Anal. Appl., 301, (2005) , 508-518.
VIII. Daftardar-Gejji V. and Bhalekar S., “Solving multi-term linear and non-linear diffusion-wave equations of fractional order by Adomian Decomposition Method”, Appl. Math. Comput., (202),(2008), 113-120.
IX. Dhaigude D. B., Birajdar G. A,. Nikam V. R., “Adomian decomposition method for fractional Benjamin-Bona-Mahony-Burger’s equation”, int. of appl. math, and mech 8 (12), (2012), 42-51.
X. Jafari H., “Solving a system of nonlinear fractional differential equations using Adomian Decomposition”, Journal of computational and Applied Mathematics 196, (2006).644-651.
XI. Jafari H., Daftardar-Gejji V., “Solving Linear and nonlinear fractional diffusion and wave equations by Adomian Decomposition Method”.Appl. Math. Comput., 180,(2006), 488-497.
XII. Kazi sazzad Hossain., Ali Akbar and Md., “Abul Kalam Azad, Closed form wave solutions of two nonlinear evolution equations”, Cogent Physics,4:1396948, (2017)
XIII. Kulkarni S., Jogdand S., Takale K. C., “Error Analysis of solution of time fractional convection diffusion equation”, JETIR, 6 (3), (2019).
XIV. Li C., And Wang Y., “Numerical algorithm based on Adomian Decomposition Method for fractional differential equations”, Comput. Math. Appl., 57 ,(2009), 1672-1681.
XV. M. Hafiz Uddin, M. Ali Akbar, Md. Ashrafuzzaman Khan, Md. Abdul Haque, : Families of exact traveling wave solutions to the space time fractional modified KdV equation and the fractional Kolmogorov-Petrovskii-Piskunovequation, J. Mech.Cont. & Math. Sci., Vol.-13, No.-1, March – April (2018) Pages 17-33.
XVI. Md. Tarikul Islam, M. Ali Akbar, Md. Abul Kalam Azad, : The exact traveling wave solutions to the nonlinear space-time fractional modified Benjamin-Bona-Mahony equation, J. Mech.Cont. & Math. Sci., Vol.-13, No.-2, May-June (2018) Pages 56-71
XVII. Mittal R. C., and Nigam R., “Solution of fractional integro-differential equations by Adomian Decomposition Method”, Int. J. Appl. Math. Mech., 4 (2), (2008), 8794.
XVIII. Momani S. and Al-Khaled K., “Numerical solutions for system of fractional differential equations by the Decomposition Method”. Appl. Math. Comput. Simul., 70,(2005), 1351-1365.
XIX. Miller K. S., Ross B.,” An Introduction to the Fractional Calculus and Fractional Differential Equations”, New York, (1993).
XX. Momani S., Odibat Z., “ Analytical solutions of a time fractional Navier-Stokes Equation by Adomian decomposition method”, Appl. Math. Comput. 177, 2 , (2006), 488 – 494.
XXI. Oldham K. B., Spanier J., “The fractional calculus, Academic Press”, New York, (1974).
XXII. Podlubny I., “Fractional Differential equations”, Academic Press, San Diago 1999.
XXIII. Rayhanul Islam S. M., Khan K., “Exact solution of unsteady Korteweg-deVries and time regularized long wave equations”, Springer-Plus,4 ; 124 (2015).
XXIV. Sontakke B. R., Sangvikar V. V., “Approximate Solution for Time-Space Fractional Soil Moisture Diffusion Equation and its Applications”, International Journal of Scientific and Technology Research, 5(5)(2016),197-202.
XXV. Sontakke B. R and Shelke A. S., “ Approximate Scheme for Time Fractional Diffusion Equation and Its Applications”, Global Journal of Pure and Applied Mathematics. 13(8) (2017), 4333-4345.
XXVI. Sontakke B. R., and Pandit R.B., “Convergence Analysis and Approximate Solution of fractional differential Equations”, Journal of Mathematics,7(2),(2019),338344.
XXVII. Sontakke B. R, Adomian Decomposition Method for Solving Highly Nonlinear Fractional Partial Differential Equations IOSR Journal of Engineering, 9 (3)( 2019), 39-44.
XXVIII. Saha Ray S., New Approach for General Convergence of the ADM, World Applied Sciences Journal, 32 (11), (2014) 2264-2268.
XXIX. Wazwaz A. M., A reliable modification of Adomian’s Decomposition Method. Appl. Math. Comput., 102,(1999), 77-86.
XXX. Wazwaz A. M., The decomposition method applied to systems of partial differential equations and to the reaction-diffusion Brusselator model. Appl. Math. Comput., 110,(2009), 251-264.
XXXI. Wyss W., and Schneider W.R., Fractional Diffusion and wave equations, J. Math. Phys. 30, (1989).
XXXII. Yang Q., Turner I., Liu F, Analytical and Numerical Solutions for the time and Space-Symmetric Fractional Diffusion Equation, ANZIAM J., 50 (CTA 2008) , (2009) ,pp. C800-C814.
XXXIII. Zahram Emad H. , Khater Mostafa M. A., Exact Travelling Wave Solutions for the system of shallow water wave equations and Modified Liouville equation using extended Jacobian elliptic function expansion method, American Journal of computational Mathematics, 4, (2014), 455-463.

View Download

GENERATION OF NEW OPERATIONAL MATRICES FOR DERIVATIVE, INTEGRATION AND PRODUCT BY USING SHIFTED CHEBYSHEV POLYNOMIALS OF TYPE FOUR

Authors:

Faiza Chishti, Fozia Hanif, Urooj Waheed, Yusra Khalid

DOI NO:

https://doi.org/10.26782/jmcms.2021.02.00006

Abstract:

While solving the fractional order differential equation the requirement of the higher-order derivative is obvious therefore, this paper gives a definite expression for constructing the operational matrices of derivative which is the direct method to find the derivative of higher-order according to the requirement of the total differential equation. The proposed work expands the Chebyshev polynomial of type four up to six degrees that could help get the accuracy for the numerical solution of a given differential equation. Previously Chebyshev polynomial of the third type has been used by cutting the domain from [-1, 1] to [0, 1]. This study also generates the integrational operational matrix for solving the integral equation as well as an integrodifferential equation by using the Chebyshev polynomial of type four and expand it up to six order and generate the matrix by cutting the domain from [-1, 1] to [0, 1].  This is the first attempt to generate an integrational operational matrix that has never been highlight nor generate by any researcher.  Another contribution of this paper is the generation of categorical expressions for the product of two Chebyshev vectors that will help in solving the differential equation of several kinds.

Keywords:

Operational matrix of derivative,Operational matrix of integration,Operational matrix of the product of Shifted Chebyshev polynomials of type four,

Refference:

I. A. Tatarczak, “An Extension of the Chebyshev’s polynomials”, Complex analysis operational theory, vol.10, pp: 1519-1533, 2016.
II. Azim Rivaz, Samane Jahan ara, “Two dimension Chebyshev polynomial for solving two dimensional integro differential equation”, Can kaya university journal of science, vol.12, 2015.
III. E. H. Doha,“On the coefficients of integrated expansions and integrals of ultra-spherical polynomials and their application for solving differential equations”, J. Comput. Appl. Math, vol. 139 (2), pp: 275–298, 2002.
IV. J. C. Mason, “Chebyshev polynomial approximations for the L-membrane eigenvalue problem”, SIAM J. Appl. Math, vol.15, pp: 172–186, 1967
V. J. She, T. Tang, L.L Wang “Spectral method, Algorithm, Analysis and Applications”, Springer 2011.
VI. J.A. Eleiwy, S.N Shihab,”Chebyshev polynomials and spectral methods for optimal control problem”, Engineering and Technology Journal, vol.27 (14), pp: 2642-2652, 2009.
VII. J.C Mason, “Chebyshev polynomial of third and fourth kind in approximation of indefinite integration and integral transform”, Journal of computational and applied Mathematics, Vol. 49, pp: 169-178,1993.
VIII. J.C Mason, David..C Handscomb, “Chebyshev polynomials”, Chapman and Hall, 2003.
IX. L. Fox and I. B. Parker, “Chebyshev Polynomials in Numerical Analysis”, Revised 2nd edition, Oxford University Press, Oxford, 1972.
X. L.M Delves ,J.L Mohammed, “Computational methods for integral equation”, Cambridge university press, 1985.
XI. M. R. Eslahchi, M. Dehghan and S. Amani,“The third and fourth kinds of Chebyshev polynomials and best uniform approximation”, Math. Computing Modeling, vol.55(5-6), pp: 1746–1762, 2012.
XII. Monireh norati, Sahlan Hadi,“Operational matrices of Chebyshev polynomial for solving singular volterra integral equation”, Springer open access publications, March 2017.
XIII. S. Shihab, Samaa Fouad, “Operational matrices of derivative and product for shifted Chebyshev polynomials of type three” Universe Scientific Publishing, vol. 6 (1), pp:14-17, 2019.
XIV. S.N Shihab , M.A Sarhan, New Operational Matrices of Shifted Chebyshev fourth wavelets, Elixir International Journal of applied Mathematics, vol. 69 (1), pp:23239-23244, 2014.
XV. S.N Shihab, M.A Sarhan “Convergence analysis of shifted fourth kind Chebyshev polynomials”,IOSR Journal of Mathematics, vol.10 (2), pp: 54-58, 2014.
XVI. S.N Shihab, T.N Naif, “On the Orthonormal Bernstein polynomial of eighth order”, Open science Journal of Mathematics and applications, vol.2 (2), pp:15-19, 2014.
XVII. Sotirios Notaris, “Integral formulae for Chebyshevs polynomial of type one and type two and the error term”, Mathematics of computation, vol.75, pp:1217- 1231, 2006.
XVIII. T.Kim ,D.S Kim ,D.V Dolgy, “Sums of finite product of Chebyshev polynomial of third and fourth kinds”, Advance Differential Equation, Article no.283, 2018.
XIX. W. Siyi, “Some new identities of Chebyshev polynomial and their applications”, Advance Differential Equation, 2015.1,pp: 1-8, 2015.
XX. Zhongshu, Yang, and Hongbo Zhang. “Chebyshev polynomials for approximation of solution of fractional partial differential equations with variable coefficients.” 3rd International Conference on Material, Mechanical and Manufacturing Engineering (IC3ME 2015). Atlantis Press, 2015

View Download