ORIGINAL_ARTICLE
Linear dynamic response of nanobeams accounting for higher gradient effects
Linear dynamic response of simply supported nanobeams subjected to a variable axial force is assessed by Galerkin numerical approach. Constitutive behavior is described by three functional forms of elastic energy densities enclosing nonlocal and strain gradient effects and their combination. Linear stationary dynamics of nanobeams is modulated by an axial force which controls the global stiffness of nanostrucure and hence its angular frequencies. Influence of the considered elastic energy densities on dynamical response is investigated and thoroughly commented.
http://jacm.scu.ac.ir/article_12330_953353d6907f8a892358b0e268e7a5d4.pdf
2016-12-01T11:23:20
2020-06-05T11:23:20
54
64
10.22055/jacm.2016.12330
Nanobeams
Higher gradient effects
Dynamic response
Dario
Abbondanza
true
1
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
AUTHOR
Daniele
Battista
true
2
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
AUTHOR
Francescogiuseppe
Morabito
true
3
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
AUTHOR
Chiara
Pallante
true
4
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
Dipartimento di ingegneria meccanica e aeronautica, “La Sapienza”, Rome, Italy
AUTHOR
Raffaele
Barretta
rabarret@unina.it
true
5
Dipartimento di strutture per l’ingegneria e l’architettura, Università degli Studi di Napoli “Federico II”, Naples, Italy
Dipartimento di strutture per l’ingegneria e l’architettura, Università degli Studi di Napoli “Federico II”, Naples, Italy
Dipartimento di strutture per l’ingegneria e l’architettura, Università degli Studi di Napoli “Federico II”, Naples, Italy
LEAD_AUTHOR
Raimondo
Luciano
true
6
Dipartimento di ingegneria civile e meccanica, Università degli Studi di Cassino e del Lazio Meridionale, Cassino (FR), Italy
Dipartimento di ingegneria civile e meccanica, Università degli Studi di Cassino e del Lazio Meridionale, Cassino (FR), Italy
Dipartimento di ingegneria civile e meccanica, Università degli Studi di Cassino e del Lazio Meridionale, Cassino (FR), Italy
AUTHOR
Francesco
Marotti de Sciarra
true
7
Dipartimento di strutture per l’ingegneria e l’architettura, Università degli Studi di Napoli “Federico II”, Naples, Italy
Dipartimento di strutture per l’ingegneria e l’architettura, Università degli Studi di Napoli “Federico II”, Naples, Italy
Dipartimento di strutture per l’ingegneria e l’architettura, Università degli Studi di Napoli “Federico II”, Naples, Italy
AUTHOR
Giuseppe
Ruta
true
8
Dipartimento di ingegneria strutturale e geotecnica, “La Sapienza”, Rome, Italy
Dipartimento di ingegneria strutturale e geotecnica, “La Sapienza”, Rome, Italy
Dipartimento di ingegneria strutturale e geotecnica, “La Sapienza”, Rome, Italy
AUTHOR
[1] J. Pei, F. Tian, T. Thundat, Glucose biosensor based on the microcantilever, Analytical Chemistry 76:292–297 (2004)
1
[2] C. Ke, H.D. Espinosa, Numerical analysis of nanotube-based NEMS devices. Part I: Electrostatic charge distribution on multiwalled nanotubes, Journal of Applied Mechanics 72:721–725 (2005)
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[5] Z. Lee, C. Ophus, L.M. Fischer et al., Metallic NEMS components fabricated from nanocomposite Al–Mo films, Nanotechnology 17:3063–3070 (2006)
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[6] H.M. Sedighi, The influence of small scale on the Pull-in behavior of nonlocal nano-Bridges considering surface effect, Casimir and van der Waals attractions, International Journal of Applied Mechanics 6(3):1450030 (2014)
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[7] N.A. Ali, A.K. Mohammadi, Effect of thermoelastic damping in nonlinear beam model of MEMS resonators by differential quadrature method, Journal of Applied and Computational Mechanics 1(3):112-121 (2015)
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[8] H.M. Sedighi, F. Daneshmand, M. Abadyan, Dynamic instability analysis of electrostatic functionally graded doublyclamped nano-actuators, Composite Structures 124:55-64 (2015)
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[9] H.M. Sedighi, M. Keivani, M. Abadyan, Modified continuum model for stability analysis of asymmetric FGM double-sided NEMS: Corrections due to finite conductivity, surface energy and nonlocal effect, Composites Part B 83:117-133 (2015)
9
[10] H.M. Sedighi, F. Daneshmand, M. Abadyan, Modified model for instability analysis of symmetric FGM double-sided nano-bridge: Corrections due to surface layer, finite conductivity and size effect, Composite Struct 132:545-557
10
[11] H.M. Sedighi, Modeling of surface stress effects on the dynamic behavior of actuated non-classical nano-bridges, Transactions of the Canadian Society for Mechanical Engineering 39(2):137-151 (2015)
11
[12] A.C. Eringen, D.G.B. Edelen, On nonlocal elasticity, International Journal of Engineering Science 10:233–248 (1972)
12
[13] A.C. Eringen, On Differential Equations of Nonlocal Elasticity and Solutions of Screw Dislocation and Surface Waves Journal of Applied Physics 54:4703-4710 (1983)
13
[14] A.C. Eringen, Nonlocal Continuum Field Theories, Springer, New York, 2002
14
[15] J. Peddieson, G.R. Buchanan, R.P. McNitt, Application of nonlocal continuum models to nanotechnology, International Journal of Engineering Science 41:305–312 (2003)
15
[16] Q. Wang, Wave propagation in carbon nanotubes via nonlocal continuum mechanics, Journal of Applied Physics 98:124301 (2005)
16
[17] J.N. Reddy, Nonlocal theories for bending, buckling and vibration of beams, International Journal of Engineering Science 45:288–307 (2007)
17
[18] H.M. Ma, X.L. Gao, J.N. Reddy, A microstructure-dependent Timoshenko beam model based on a modified couple stress theory, Journal of the Mechanics and Physics of Solids 56:3379–3391 (2008)
18
[19] H.M. Sedighi, Size-dependent dynamic pull-in instability of vibrating electrically actuated microbeams based on the strain gradient elasticity theory, Acta Astronautica 95:111-123 (2014)
19
[20] M. Karimi, M.H. Shokrani, A.R. Shahidi, Size-dependent free vibration analysis of rectangular nanoplates with the consideration of surface effects using finite difference method, Journal of Applied and Computational Mechanics 1(3):122–133 (2015)
20
[21] R. Barretta, L. Feo, R. Luciano, F. Marotti de Sciarra, An Eringen-like model for Timoshenko nanobeams, Composite Structures 139(1):104-110 (2016)
21
[22] R. Barretta, M. Čanadija, F. Marotti de Sciarra, A higher-order Eringen model for Bernoulli-Euler nanobeams, Archive of Applied Mechanics 86:483–495 (2016)
22
[23] R. Barretta, L. Feo, R. Luciano, F. Marotti de Sciarra, Application of an enhanced version of the Eringen differential model to nanotechnology, Composites B 96:274–280 (2016)
23
[24] R. Barretta, L. Feo, R. Luciano, F. Marotti de Sciarra, R. Penna, Functionally graded Timoshenko nanobeams: A novel nonlocal gradient formulation, Composites B 100:208–219 (2016)
24
[25] M.A. Eltaher, M.E. Khater, S.A. Emam, A review on nonlocal elastic models for bending, buckling, vibrations, and wave propagation of nanoscale beams, Applied Mathematical Modelling 40:4109–4128 (2016)
25
[26] R. Barretta, L. Feo, R. Luciano, F. Marotti de Sciarra, Variational formulations for functionally graded nonlocal Bernoulli-Euler nanobeams, Composite Structures 129:80–89 (2015)
26
[27] S. Woinowsky-Krieger, The effect of an axial force on the vibration of hinged bars, Journal of Applied Mechanics 17:35–36 (1950)
27
[28] R.E.D. Bishop, W.G. Price, The vibration characteristics of a beam with an axial force, Journal of Sound and Vibration 59:237–244 (1974)
28
[29] A. Bokaian, Natural frequencies of beams under compressive axial loads, Journal of Sound and Vibration 126:49–65 (1988)
29
[30] A. Bokaian, Natural frequencies of beams under tensile axial loads, Journal of Sound and Vibration 142:481–498 (1990)
30
[31] N.G. Stephen, Beam compression under compressive axial load-upper and lower bound approximation, Journal of Sound and Vibration 131:345–350 (1989)
31
[32] Z.P. Bazant, L. Cedolin, Stability of structures, Oxford University Press, New York, 1991
32
[33] S.P. Timoshenko, J.M. Gere, Theory of elastic stability, McGraw-Hill, New York, 1961
33
[34] M. Pignataro, N. Rizzi, A. Luongo, Stability, Bifurcation and Postcritical Behaviour of Elastic Structures, Elsevier, Amsterdam, 1991
34
[35] D. Abbondanza, D. Battista, F. Morabito, C. Pallante, R. Barretta, R. Luciano, F. Marotti de Sciarra, G. Ruta, Modulated linear dynamics of nanobeams accounting for higher gradient effects, submitted for publication.
35
ORIGINAL_ARTICLE
Deflection of a hyperbolic shear deformable microbeam under a concentrated load
Deflection analysis of a simply supported microbeam subjected to a concentrated load at the middle is investigated on the basis of a shear deformable beam theory and non-classical theory. Effects of shear deformation and small size are taken into consideration by hyperbolic shear deformable beam theory and modified strain gradient theory, respectively. The governing differential equations and corresponding boundary conditions are obtained by implementing minimum total potential energy principle. Navier-type solution is employed to achieve an analytical solution for deflections of simply supported homogeneous microbeams. The effects of shear deformation, material length scale parameter and slenderness ratio on the bending response of microbeams are investigated in detail.
http://jacm.scu.ac.ir/article_12331_74384370b62dc8eb7cffcaa6a11331d5.pdf
2016-12-01T11:23:20
2020-06-05T11:23:20
65
73
10.22055/jacm.2016.12331
Bending
hyperbolic shear deformation theory
modified strain gradient theory
size dependency
Bekir
Akgöz
bekirakgoz@akdeniz.edu.tr
true
1
Akdeniz University Civil Eng. Dept.
Akdeniz University Civil Eng. Dept.
Akdeniz University Civil Eng. Dept.
AUTHOR
Ömer
Civalek
civalek@yahoo.com
true
2
Civil Engineering Dept.
Civil Engineering Dept.
Civil Engineering Dept.
LEAD_AUTHOR
References
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57
ORIGINAL_ARTICLE
Time integration of rectangular membrane free vibration using spline-based differential quadrature
In this paper, numerical spline-based differential quadrature is presented for solving the boundary and initial value problems, and its application is used to solve the fixed rectangular membrane vibration equation. For the time integration of the problem, the Runge–Kutta and spline-based differential quadrature methods have been applied. The Runge–Kutta method was unstable for solving the problem, with large errors in its results, but the spline-based differential quadrature method obtained results that agree with the exact solution. The relative errors were calculated and investigated for different values of time and spatial nodes of discretisation. It seems that the spline-based differential quadrature method is proper for the full simulation of membrane vibration in both spatial and temporal solutions. For the time solving of the membrane vibration, conventional methods, such as the Runge–Kutta method, are not useful even if the time steps are considered too small.
http://jacm.scu.ac.ir/article_12365_152c0c23a43caac99f641951921f8c41.pdf
2016-12-01T11:23:20
2020-06-05T11:23:20
74
79
10.22055/jacm.2016.12365
Runge–Kutta method
spline-based differential quadrature method
membrane vibration
Time integration
Sara
Javidpoor
sara.javidpour73@gmail.com
true
1
Bachelor’s degree student of department of marine engineering, Khorramshahr university of marine science and technology
Bachelor’s degree student of department of marine engineering, Khorramshahr university of marine science and technology
Bachelor’s degree student of department of marine engineering, Khorramshahr university of marine science and technology
AUTHOR
Nassim
Ale Ali
aleali@kmsu.ac.ir
true
2
Department of Marine Engineering, Khorramshahr University of Marine Science &amp; Technology
Department of Marine Engineering, Khorramshahr University of Marine Science &amp; Technology
Department of Marine Engineering, Khorramshahr University of Marine Science &amp; Technology
LEAD_AUTHOR
Amer
Kabi
kaabi_amer@kmsu.ac.ir
true
3
3Assistant professor of department of marine engineering, Khorramshahr university of marine science and technology
3Assistant professor of department of marine engineering, Khorramshahr university of marine science and technology
3Assistant professor of department of marine engineering, Khorramshahr university of marine science and technology
AUTHOR
[1] R.E. Bellman, J. Casti, “Differential quadrature and long term integration”, Journal of Mathematical Analysis and Applications 34 (1971) 235–238.
1
[2] M. Mehri, H. Asadi, Q. Wang, “Buckling and vibration analysis of a pressurized CNT reinforced functionally graded truncated conical shell under an axial compression using HDQ method”, Comput. Methods Appl. Mech. Engrg. 303 (2016) 75–100.
2
[3] Mohammad Zamani Nejad, Amin Hadi, “Non-local analysis of free vibration of bi-directional functionally graded Euler–Bernoulli nano-beams”, International Journal of Engineering Science 105 (2016) 1–11.
3
[4] Hadi Arvin, You-Qi Tang, Afshin Ahmadi Nadooshan, “Dynamic stability in principal parametric resonance of rotating beams: Method of multiple scales versus differential quadrature method”, International Journal of Non-Linear Mechanics 85 (2016) 118–125.
4
[5] Michele Bacciocchi, Moshe Eisenberger, Nicholas Fantuzzi, Francesco Tornabene, Erasmo Viola, “Vibration analysis of variable thickness plates and shells by the Generalized Differential Quadrature method”, Composite Structures xxx (2015) xxx–xxx.
5
[6] Francesco Tornabene, Nicholas Fantuzzi, Michele Bacciocchi, Erasmo Viola, “Effect of agglomeration on the natural frequencies of functionally graded carbon nanotube-reinforced laminated composite doubly curved shells”, Composites Part B 89 (2016) 187-218.
6
[7] Francesco Tornabene, Nicholas Fantuzzi, Michele Bacciocchi, “The local GDQ method for the natural frequencies of doubly-curved shells with variable thickness: A general formulation”, Composites Part B 92 (2016) 265-289.
7
[8] Laxmi Behera, S. Chakraverty, “Application of Differential Quadrature method in free vibration analysis of nanobeams based on various nonlocal theories”, Computers and Mathematics with Applications 69 (2015) 1444–1462.
8
[9] R. Ansari, M. Faghih Shojaei, A. Shahabodini, M. Bazdid-Vahdati, “Three-dimensional bending and vibration analysis of functionally graded nanoplates by a novel differential quadrature-based approach”, Composite Structures 131 (2015) 753–764.
9
[10] R.C. Mittal, Sumita Dahiya, “Numerical simulation on hyperbolic diffusion equations using modified cubic B-spline differential quadrature methods”, Computers and Mathematics with Applications 70 (2015) 737–749.
10
[11] Zhi Zong and Yingyan Zhang, Advanced Differential Quadrature Methods, Chapman & Hall/CRC.
11
[12] Nassim Ale Ali, Ardeshir Karami Mohamadi, “Effect of thermoelastic damping in nonlinear beam model of MEMS resonators by differential quadrature method”, Journal of Applied and Computational Mechanics, Vol. 1, No. 3, (2015), 112-121.
12
[13] M. Tanaka, W. Chen, “Coupling dual reciprocity BEM and di€erential quadrature method for time-dependent diffusion problems”, Applied Mathematical Modelling, vol. 25 (2001) pp. 257-268.
13
[14] Shahriar Dastjerdi, Mehrdad Jabbarzadeh, Sharifeh Aliabadi, “Nonlinear static analysis of single layer annular/circular graphene sheets embedded in Winkler–Pasternak elastic matrix based on non-local theory of Eringen”, Ain Shams Engineering Journal (2016) 7, pp. 873–884.
14
ORIGINAL_ARTICLE
Bending Analysis of Thick Isotropic Plates by Using 5th Order Shear Deformation Theory
A 5th order shear deformation theory considering transverse shear deformation effect as well as transverse normal strain deformation effect is presented for static flexure analysis of simply supported isotropic plate. The assumed displacement field accounts for non-linear variation of in-plane displacements as well as transverse displacement through the plate thickness. The condition of zero transverse shear stresses on the upper and lower surface of plate is satisfied. Hence the present formulation does not require the shear correction factor generally associated with the first order shear deformable theory. Governing equations and boundary conditions of the theory are obtained using the principle of virtual work. Closed-form analytical solutions for simply supported square isotropic thick plates subjected to single sinusoidal distributed loads are obtained. Numerical results for static flexure analysis include the effects of side to thickness ratio and plate aspect ratio for simply supported isotropic plates. Numerical results are obtained using MATLAB programming. The results of present theory are in close agreement with those of higher order shear deformation theories and exact 3D elasticity solutions.
http://jacm.scu.ac.ir/article_12366_b9e3037fda12c4f05a83ea31f80271e6.pdf
2016-12-01T11:23:20
2020-06-05T11:23:20
80
95
10.22055/jacm.2016.12366
Thick isotropic plate
5th order shear deformation theory
static flexure
transverse shear stress
transverse normal stress
Navier solution
Yuwaraj M.
Ghugal
ghugal@rediffmail.com
true
1
Head of Department of Applied Mechanics, Govt. College of EngineeringKarad, Shivaji University, Maharashtra-415124, India
Head of Department of Applied Mechanics, Govt. College of EngineeringKarad, Shivaji University, Maharashtra-415124, India
Head of Department of Applied Mechanics, Govt. College of EngineeringKarad, Shivaji University, Maharashtra-415124, India
AUTHOR
Param D.
Gajbhiye
gparam786@gmail.com
true
2
M-TECH STUDENT
M-TECH STUDENT
M-TECH STUDENT
LEAD_AUTHOR
[1] Ghugal, Y. M., and Shimpi, R. P., “A Review of Refined Shear Deformation Theories of Isotropic and Anisotropic Laminated Plates”, Journal of Reinforced Plastics and Composites, Vol. 21, No. 9, pp. 775-813, 2002.
1
[2] Sayyad, A. S., and Ghugal, Y. M., “On the Free Vibration Analysis of Laminated Composite and Sandwich Plates: A Review of Recent Literature with some Numerical Results”, Composite Structures, Vol. 129, pp. 177-201, 2015.
2
[3] Timoshenko, S. P., and Krieger, W. S., Theory of Plates and Shells, McGraw-Hill Publication, Second edition, 1959.
3
[4] Jemielita, G., “On the Winding Paths of the Theory of Plates”, Journal of Theoretical and Applied Mechanics (Mechanika Teoretyczna I Stosowana), Vol. 2, No. 31, pp. 317-327, 1993.
4
[5] Levy, M., “Memoire sur la Theorie des Plaques Elastiques Planes”, Journal des Mathematiques Pures et Appliqees, Vol. 30, pp. 219-306, 1877.
5
[6] Reissner, E., “The Effect of Transverse Shear Deformation on The Bending of Elastic Plates”, ASME Journal of Applied Mechanics, Vol. 12, pp. A69-A77, 1945.
6
[7] Hencky, H., “Uber die Berucksichtigung der Schubverzerrung in Ebenen Platten”, Ingenieur Archiv, Vol. 16, pp. 72-76, 1947.
7
[8] Mindlin, R. D., “Influence of Rotary Inertia and Shear on Flexure Motions of Isotropic, Elastic Plates”, ASME Journal of Applied Mechanics, Vol. 18, pp. 31-38, 1951.
8
[9] Kromm, A., “Verallgemeinerete Theorie der Plattenstatik”, Ingenieur Archiv, Vol. 21, pp. 266-286, 1953.
9
[10] Lo, K. H., Christensen, R. M. and Wu E. M., “A Higher Order Theory of Plate Deformation, Part 1: Homogeneous Plates”, ASME Journal of Applied Mechanics, Vol. 44, pp. 663-668, 1977.
10
[11] Lo, K. H., Christensen, R. M. and Wu, E. M., “A Higher Order Theory of Plate Deformation, Part 2: Laminated Plates”, ASME Journal of Applied Mechanics, Vol. 44, pp. 669-676, 1977.
11
[12] Kant, T., “Numerical Analysis of Thick Plate”, Computer Methods in Applied Mechanics and Engineering, Vol. 31, pp. 1-18, 1982.
12
[13] Kant, T., and Swaminathan K., “Estimation of transverse/interlaminar stresses in laminated composites- A selective review and survey of current developments”, Composite Structures, Vol. 49, No. 1, pp. 65-75, 2000.
13
[14] Jemielita, G., “On Kinematical Assumptions of Refined Theories of Plates: A Survey”, ASME Journal of Applied Mechanics, Vo. 57, pp. 1088-1091, 1990.
14
[15] Vlasov, B. F., “On the Equation of Bending of Plates” (in Russian), Doklady AN Azerbaidzhanskoi SSR, Vol. 13, No. 9, pp. 955-959, 1957.
15
[16] Vlasov, B. F., “On the Equation of Theory of Bending of Plates” (in Russian), Izv. AN SSR, OMN, No. 12, pp. 57-60, 1957.
16
[17] Reddy, J. N., “A Simple Higher Order Theory for Laminated Composite Plates”, ASME Journal of Applied Mechanics, Vol. 51, No. 4, pp. 745-752, 1984.
17
[18] Reddy, J. N., Mechanics of Laminated and Composite Plates and Shell Theory and Analysis, 2nd edition, CRC Press, Boca Raton, FL, 2004.
18
[19] Todhunter, I. and Pearson, K. (1893). A History of the Theory of Elasticity, Vol-II, Part-I, pp. 273, and Vol-II, Part-II, pp. 206-207, 273-276. Dover Publications, Inc. New York.
19
[20] Touratier, M., “An Efficient Standard Plate Theory”, International Journal of Engineering Science, Vol. 29, No. 8, pp. 901-916, 1991.
20
[21] Ghugal, Y. M., Sayyad A. S., “A Static Flexure of Thick Isotropic Plate Using Trigonometric Shear Deformation Theory”, Journal of Solid Mechanics, Vol. 2, No. 1, pp. 79-90, 2010.
21
[22] Ghugal, Y. M. and Sayyad, A. S., “Static Flexure of Thick Orthotropic Plates Using Trigonometric Shear Deformation Theory”, Journal of Structural Engineering, Vol. 39, No. 5, pp. 512-521, 2013.
22
[23] Ghugal, Y. M. and Sayyad A. S., “Stress Analysis of Thick Laminated Plates Using Trigonometric Shear Deformation Theory”, International Journal of Applied Mechanics, Vol. 5, No. 1, pp. 1-23, 2013.
23
[24] Sayyad, A. S., Ghugal, Y. M., “Effect of Stress Concentration on Laminated Plates”, Cambridge Journal of Mechanics, Vol. 29, pp. 241-252, 2013.
24
[25] Sayyad, A. S. and Ghugal, Y. M., “A New Shear and Normal Deformation Theory for Isotropic, Transversely Isotropic, Laminated Composite and Sandwich Plates”,International Journal of Mechanics and Materials in Design., Vol. 10, No. 3, pp. 247-267, 2014.
25
[26] Sayyad, A. S. and Ghugal, Y. M., “Flexure of Cross-Ply Laminated Plates Using Equivalent Single Layer Trigonometric Shear Deformation Theory”, Structural Engineering and Mechanics: An International Journal, Vol. 51, No. 5, pp. 867-891, 2014.
26
[27] Sayyad, A. S., Shinde, B. M. and Ghugal, Y. M., “Thermoelastic Bending Analysis of Laminated Composite Plates According to Various Shear Deformation Theories”, Open Engineering (formerly Central European Journal of Engineering),Vol. 5, No.1, pp. 18-30, 2015
27
[28] Sayyad, A. S. and Ghugal, Y. M., “Cylindrical Bending of Multilayered Composite Laminates and Sandwiches”, Advances in Aircraft and Spacecraft Science: An International Journal. Vol. 3, No. 2. pp. 113-148, 2016.
28
[29] Carrera, E., “Temperature Profile Influence on Layered Plates Response Considering Classical and Advaced Theories”, AIAA Journal, Vol. 40, No. 9, pp. 1885-1896, 2002.
29
[30] Rohwer, K., Rolfes, R., and Sparr, H., “Higher-order Theories for Thermal Stresses in Layered Plates”, International Journal of Solids and Structures, Vol. 38, pp. 3673-3687, 2001.
30
[31] Sayyad A. S., Ghugal Y. M., “Bending and free vibration analysis of thick isotropic plates by using exponential shear deformation theory”, Applied and Computational Mechanics, Vol. 6, 2012, pp. 65-82.
31
[32] Ghugal, Y. M. and Pawar, M. D., “Flexural Analysis of Thick Plates by Hyperbolic Shear Deformation Theory”, Journal of Experimental & Applied Mechanics, Vol. 2, No. 1, pp. 1-21, 2011.
32
[33] Pagano N. J., “Exact Solutions for Bi-directional Composite and Sandwich Plates”, Journal of Composite Material, Vol. 4, pp. 20-34, 1970.
33
ORIGINAL_ARTICLE
Concerning the Effect of a Viscoelastic Foundation on the Dynamic Stability of a Pipeline System Conveying an Incompressible Fluid
In this paper, we present an analytical method for solving a well-posed boundary value problem of mathematical physics governing the vibration characteristics of an internal flow propelled fluid-structure interaction where the pipeline segment is idealized as an elastic hollow beam conveying an incompressible fluid on a viscoelastic foundation. The effect of Coriolis and damping forces on the overall dynamic response of the system is investigated. In actuality, for a pipe segment supported at both ends and subject to a free motion, these two forces generate conjugate complex frequencies for all flow velocities. On employing integral transforms and complex variable functions, a closed form analytical expression is derived for the overall dynamic response. It is demonstrated that a concise mathematical expression for the natural frequency associated with any mode of vibration can be deduced from the algebraic product of the complex frequency pairs. By a way of comparative analysis for damping decrement physics reminiscent with laminated structures, mathematical expressions are derived to illustrate viscoelastic damping effects on dynamic stability for any flow velocity. The integrity of the analytical solution is verified and validated by confirming theresults in literature in appropriate asymptotic limits.
http://jacm.scu.ac.ir/article_12393_e710693b0a11a860990fe9728243a690.pdf
2016-12-01T11:23:20
2020-06-05T11:23:20
96
117
10.22055/jacm.2016.12393
Analytical method
viscoelastic foundation
Coriolis and damping forces
conjugate complex frequency pairs and damping decrement physics
Vincent
Olunloyo
vosoolunloyo@hotmail.com
true
1
Department of Systems Engineering, Faculty of Engineering, University of Lagos
Department of Systems Engineering, Faculty of Engineering, University of Lagos
Department of Systems Engineering, Faculty of Engineering, University of Lagos
AUTHOR
Charles
Osheku
charlesosheku2002@yahoo.com
true
2
Centre for Space Transport and Propulsion, National Space Research and Development Agency
Centre for Space Transport and Propulsion, National Space Research and Development Agency
Centre for Space Transport and Propulsion, National Space Research and Development Agency
AUTHOR
Patrick
Olayiwola
olayiwola_patrickshola@yahoo.com
true
3
Department of Mechanical & Biomedical Engineering, College of Engineering, Bells University of Technology
Department of Mechanical & Biomedical Engineering, College of Engineering, Bells University of Technology
Department of Mechanical & Biomedical Engineering, College of Engineering, Bells University of Technology
LEAD_AUTHOR
[1] Paidoussis, M.P. (2013) Fluid-structure interactions: slender structures and axial flows, Vol. 1, Academic Press, Revised Edition.
1
[2] Mostafa N.H. (2014) “Effect of a Viscoelastic foundation on the Dynamic Stability of a Fluid Conveying Pipe”. International Journal of Applied Science and Engineering 12, 1:59-74.
2
[3] Paidoussis, M.P. &Issid, N.T. (1974) Dynamic stability of pipes conveying fluid. Journal of Sound and Vibration 33, 267-294.
3
[4] Murai, M. and Yamamoto, M. (2010) An Experimental Analysis of the Internal Flow Effects on Marine Risers. Proceedings of MARTEC 2010, P.159-165.
4
[5] Marakala N, Appukutttan K.K, and Kadoli R. (2014) Experimental and Theoretical Investigation of Combined Effects of Fluid and Thermal Induced Vibration on Vertical Thin Slender Tube. IOSR- JMCE, ISSN: 2278-1684, pp: 63-68.
5
[6] Ziegler, H. (1968) Principles of Structural Stability. Waltham, MA: Blaisdell.
6
[7] Lottati, I. and Kornecki, A. (1986) The effect of an elastic foundation and of dissipative forces on the stability of fluid conveying pipes. Journal of Sound and Vibration, 109(2): 327-338.
7
[8] Stein, R.A., Tobriner, M.W. (1970) Vibration of pipes containing flowing fluids. Trans ASME J Appl. Mechanics; 906-916.
8
[9] Dermendjian-Ivanova, D.S. (1992) Critical flow velocities of a simply supported pipeline on an elastic foundation. J Sound Vibration; 157: 370-374.
9
[10] Chary, S.R., Rao, C.K., Iyengar, R.N. (1993) Vibration of Fluid Conveying Pipe on Winkler Foundation, Proceedings of the 8th National Convention of Aerospace Engineers on Aeroelasticity, Hydroelasticity and other Fluid-Structure Interaction Problems, IIT Kharagpur, India; pp. 266-287.
10
[11] Doaré, O., de Langre, O. (2002) Local and global instability of fluid conveying pipes on elastic foundation. J Fluids &Structures; 16: 1-14.
11
[12] Chellapilla, K.R. and Simha, H.S. (2008) Vibrations of Fluid-Conveying Pipes Resting on Two-Parameter Foundation. The Open Acoustics Journal, 1, 24-33.
12
[13] Mahrenholtz, O. H. (2010) Beam on viscoelastic foundation: an extension of Winkler’s model. Archive of Applied Mechanics, 80(1): 93-102.
13
[14] Saxena, A. and Patel, R.K. (2013) Vibration Control of Cantilever Beam Using Eddy Current Damper. International Journal of Engineering and Innovative Technology (IJESIT) Volume 2, Issue 3.
14
[15] Jae-ung, B., Moon, K.K. and Daniel, J.I. (2005) Vibration Suppression of a Cantilever Beam Using Eddy Current Damper. Journal of Sound and Vibration 284, 805-824.
15
[16] Tonoli, A. (2007) Dynamic characteristics of Eddy current dampers and couplers. Journal of Sound and Vibration 301: 576-591.
16
[17] Olayiwola, P.S. (2016) Mechanics of a Fluid-Conveying Pipeline System Resting on a Viscoelastic Foundation. Journal of Multidisciplinary Engineering Science Studies (JMESS), ISSN: 2458-925X Vol. 2. Issue 3.
17
[18] Szmidt T and Przybylowicz P. (2013) Critical Flow Velocity with Electromagnetic Actuators. Journal of Theoretical and Applied Mechanics 51, 2, pp. 487-496.
18
[19] Kuye, S.I. (2013) Analysis of the Dynamics of Offshore Fluid-Conveying Viscoelastic Pipes Resting on a Deformable Sea Bed. Journal of Emerging Trends in Engineering and Applied Sciences (JETEAS) 4(5): 742-751.
19
[20] Jeffrey A. (2002) Advanced Engineering Mathematics, Harcourt Academic Press. U.S.A, p.596.
20
[21] Wrede, R. C. and Spiegel, M. (2002) Thoery and Problems of Advanced Calculus 2nd Ed. Schaum’s Outline Serises, McGraw-Hill, p. 364.
21
[22] Nash, W. A. (1977) Thoery and Problems of Strength of Materials, 2nd Ed. Schaum’s Outline Series, McGraw-Hill, p. 83, 159-161.
22
[23] Cole E.B. (1960) Theory of Vibrations. The University of Liverpool.
23
[24] Darkov, A. (1983) Structural Mechanics. Mir Publishers, Moscow.
24
ORIGINAL_ARTICLE
Thermoelastic Analysis of Functionally Graded Hollow Cylinder Subjected to Uniform Temperature Field
This paper deals with the determination of displacement function and thermal stresses of a finite length isotropic functionally graded hollow cylinder subjected to uniform temperature field. The solution of the governing thermoelastic equation is obtained, as suggested by Spencer et al. for anisotropic laminates. Numerical calculations are also carried out for FGM (Functionally graded material) system consisting of ceramic Alumina (Al2O3), along with Nickel (Ni) as the metallic component varying with distance in one direction and illustrated graphically.
http://jacm.scu.ac.ir/article_12414_da0a0af7483523f15d52e8ed3d78cc51.pdf
2016-12-01T11:23:20
2020-06-05T11:23:20
118
127
10.22055/jacm.2016.12414
Uniformly heated
Hollow cylinder
Thermoelastic stresses
Functionally graded material
Inverse problem
Dilip
Kamdi
navvanna@rediffmail.com
true
1
Head Department of Mathematics, R.M. G. College, Saoli, Chandrapur, India
Head Department of Mathematics, R.M. G. College, Saoli, Chandrapur, India
Head Department of Mathematics, R.M. G. College, Saoli, Chandrapur, India
AUTHOR
Navneet
Lamba
navneetkumarlamba@gmail.com
true
2
Head Deptt. of Mathematics
Shri Lemdeo Patil Mahavidyalaya, Nagpur, INDIA
Head Deptt. of Mathematics
Shri Lemdeo Patil Mahavidyalaya, Nagpur, INDIA
Head Deptt. of Mathematics
Shri Lemdeo Patil Mahavidyalaya, Nagpur, INDIA
LEAD_AUTHOR
[1] Noda, N., “Thermal stresses in functionally graded materials”, Journal of Thermal Stresses, Vol. 22, pp. 477-512, 1999.
1
[2] Horgan, C. O. and Chan, A. M., “The pressurized Hollow cylinder or Disk problem for functionally graded isotropic linearly Elastic material”, Journal of Elasticity, Vol. 55, pp. 43-59, 1999.
2
[3] Lutz, M. P. and Zimmerman, R. W., “Thermal stresses and thermal expansion in a uniformly heated functionally graded cylinder”, Journal of Thermal Stresses, Vol. 22, pp. 177-188, 1999.
3
[4] Chen, W., Ye, G. and Cai, J., “Thermoelastic Stresses in a uniformly heated functionally graded isotropic hollow cylinder”, Journal of Zhejiang University Science, Vol. 3, No. 1, pp. 1-5, 2002.
4
[5] Eraslan, A.N., and Akis, T., “Elastoplastic Response of a Long Functionally Graded Tube Subjected to Internal Pressure”, Turkish J. Eng. Env. Sci., Vol. 29, pp. 361-368, 2005.
5
[6] Lekhnitskii, S. G., “Theory of Elasticity of an Anisotropic Body”, Mir, Moscow, 1981.
6
[7] Spencer, A. J. M., Watson, P. and Rogers, T. G., “Thermoelastic Distortions in laminated anisotropic tubes and channel section”, Journal of Thermal Stresses, Vol. 15, pp. 129-141, 1992.
7
[8] Noda, N., Hetnarski, R.B., and Tanigawa, Y., “Thermal stresses”, First Edition, Lastran, Rochester, 2000.
8
[9] Shariyat, M., “Dynamic thermal buckling of suddenly heated temperature-dependent FGM cylindrical shells, under combined axial compression and external pressure”, International Journal of Solids and Structures, Volume 45 , pp. 2598–2612 , 2008.
9
[10] Na, S., Kim, K.W., Lee, B. H. and Marzocca, P., “Dynamic Response Analysis Of Rotating Functionally Graded Thin-Walled Blades Exposed To Steady Temperature And External Excitation”, Journal of Thermal Stresses, vol. 32, pp. 209–225, 2009.
10
[11] Ootao, Y., “Transient Thermoelastic and Piezothermoelastic Problems of Functionally Graded Materials”, Journal of Thermal Stresses, vol. 32, pp. 656–697, 2009.
11
[12] Houari, M. S. A., Benyoucef, S., Mechab, I., Tounsi, A. and Bedia, El A. A., “Two-Variable Refined Plate Theory For Thermoelastic Bending Analysis Of Functionally Graded Sandwich Plates”, Journal of Thermal Stresses, vol. 34, pp. 315–334, 2011.
12
[13] Marzocca, P., Fazelzadeh, S. A. and Hosseini, M., “A Review of Nonlinear Aero-Thermo-Elasticity of Functionally Graded Panels”, Journal of Thermal Stresses, vol. 34, pp. 536–568, 2011.
13
[14] Chang, W.J., Lee, H.L. and Yang, Y. C., “Estimation of Heat Flux and Thermal Stresses in Functionally Graded Hollow Circular Cylinders”, Journal of Thermal Stresses, vol. 34, pp. 740–755, 2011.
14
[15] Fazelzadeh, S. A., Hosseini, M. and Madani, H., “Thermal Divergence of Supersonic Functionally Graded Plates, Journal of Thermal Stresses”, vol. 34, pp. 759–777, 2011.
15
[16] Sheng, G. G. and Wang, X., “Non-Linear Response of Functionally Graded Cylindrical Shells under Mechanical and Thermal Loads”, Journal of Thermal Stresses, vol. 34, pp.1105–1118, 2011.
16
[17] Sumi, N., Tanigawa, Y., Eslami, M. R., Hetnarski, R., Noda, N. and Ignaczak, J., Theory of Elasticity and Thermal Stresses, Springer, 2013.
17
[18] Bayat, M., Rahimi, M., Saleem, M., Mohazzab, A.H., Wudtke, I., and Talebi, H., “One-dimensional analysis for magneto-thermo-mechanical response in a functionally graded annular variable-thickness rotating disk”, Applied Mathematical Modeling, vol. 38 , pp. 4625–4639 , 2014.
18
[19] Ashida, F., Morimoto, T., and Ohtsuka, T., “Dynamic Behavior of Thermal Stress in a Functionally Graded Material Thin Film Subjected to Thermal Shock”, Journal of Thermal Stresses, volume 37, pp. 1037–1051, 2014.
19