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Journal articles on the topic 'Elastic cylindrical die'

Author: Grafiati

Published: 30 May 2022

Last updated: 31 May 2022

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1

Cerda, E., and L. Mahadevan. "Confined developable elastic surfaces: cylinders, cones and the Elastica." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 461, no. 2055 (March 8, 2005): 671–700. http://dx.doi.org/10.1098/rspa.2004.1371.

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We consider two of the simplest problems associated with the packing of a naturally flat thin elastic sheet. Both problems involve packing the sheet into a hollow cylinder; the first considers the partial contact of a cylindrically curved sheet with a cylindrical surface, while the second considers the partial contact of a conically curved sheet with the edge of a cylindrical surface. In each case, we solve the free–boundary problems to determine the shape, response and stability of the confined surfaces. In particular, we show that an exact description of both the cylindrical and conical structures is given by solutions of the Elastica equation, allowing us to present a unified description of a large class of elastic developable surfaces. This includes what is possibly the simplest example of strain localization, occurring at a point and forming one of the constituent elements of a crumpled elastic sheet.

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2

Mahan, G. D., J. R. Gladden, and J. D. Maynard. "Elastic oscillations of cylindrical fuses." Journal of Applied Physics 90, no. 9 (November 2001): 4415–22. http://dx.doi.org/10.1063/1.1402148.

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3

Nimbolkar, Poonam V., and Indrajeet M. Jain. "Cylindrical Bending of Elastic Plates." Procedia Materials Science 10 (2015): 793–802. http://dx.doi.org/10.1016/j.mspro.2015.08.001.

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4

Sepiani, H., A. Rastgoo, M. Ahmadi, A. Ghorbanpour Arani, and K. Sepanloo. "Elastic Stability Analysis of a Two-Layered Functionally Graded Cylindrical Shell under Axial Compression with the use of Energy Approach." Advanced Composites Letters 18, no. 6 (November 2009): 096369350901800. http://dx.doi.org/10.1177/096369350901800604.

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This paper investigates the elastic axisymmetric buckling of a thin, simply supported functionally graded (FG) cylindrical shell embedded with an elastic layer under axial compression. The analysis is based on energy method and simplified nonlinear strain-displacement relations for axial compression. Material properties of functionally graded cylindrical shell are considered graded in the thickness direction according to a power-law distribution in terms of the volume fractions of the constituents. Using minimum potential energy together with Euler equations, equilibrium equations are obtained. Consequently, stability equation of functionally graded cylindrical shell with an elastic layer is acquired by means of minimum potential energy theory and Trefftz criteria. Another analysis is made using the equivalent properties of FG material. Numerical results for stainless steel-ceramic cylindrical shell and aluminum layer are obtained and critical load curves are analyzed for a cylindrical shell with an elastic layer. A comparison is made to the results in the literature. The results show that the elastic stability of functionally graded cylindrical shell with an elastic layer is dependent on the material composition and FGM index factor, and the shell geometry parameters and it is concluded that the application of an elastic layer increases elastic stability and significantly reduces the weight of cylindrical shells.

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5

Hasegawa, Hisao, and Kohichi Yoshiie. "Tension of Elastic Solid with Elastic Circular-Cylindrical Inclusion." Transactions of the Japan Society of Mechanical Engineers Series A 60, no. 575 (1994): 1585–90. http://dx.doi.org/10.1299/kikaia.60.1585.

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6

HASEGAWA, Hisao, and Kohichi YOSHIIE. "Tension of Elastic Solid with Elastic Circular-Cylindrical Inclusion." JSME international journal. Ser. A, Mechanics and material engineering 39, no. 2 (April 15, 1996): 186–91. http://dx.doi.org/10.1299/jsmea1993.39.2_186.

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7

Kostenko, Iryna, Myron Nykolyshyn, Taras Nykolyshyn, Zinoviia Hoshko, and Yaroslav Pelekh. "THE INFLUENCE OF THE ELASTIC MEDIUM ON THE BOUNDARY EQUILIBRIUM OF ELASTIC PLASTIC CYLINDRICAL SHELL WITH INTERNAL CRACK." International scientific journal «Education and Science», no. 1(28) (2020): 16–21. http://dx.doi.org/10.31339/2617-0833-2020-1(28)-16-21.

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8

Yu, Jianghong, Ran Zhang, Wen Yang, and Qishui Yao. "Dynamic Contact Characteristics of Elastic Composite Cylindrical Roller Bearing." Open Mechanical Engineering Journal 9, no. 1 (September 17, 2015): 703–8. http://dx.doi.org/10.2174/1874155x01509010703.

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Elastic composite cylindrical roller bearing is a kind of new bearing. In view of its structural particularity, explicit dynamics finite element model of elastic composite cylindrical roller bearing is established by utilizing ABAQUS/EXPLICIT. Dynamic responses of elastic composite cylindrical roller bearing are analyzed and response analysis is compared under different radial loads and rotation speeds. Dynamic responses of elastic composite cylindrical roller bearing are analyzed and response analysis is compared under different radial loads and rotation speeds. Results show that rolling and holder lag in rotation is as being compared to inner ring. The motion processes of all the holder, inner ring and roller have certain periodicity. Fluctuation amplitude of inner ring displacement increases with load. Response increases with rotation speed when amplification decreases. Analysis results can offer beneficial reference for further research on dynamic characteristics of elastic composite cylindrical roller bearing.

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9

Lee, KwangJin, SangRyong Lee, and Hak Yi. "Design and Control of Cylindrical Linear Series Elastic Actuator." Journal of the Korean Society for Precision Engineering 36, no. 1 (January 1, 2019): 95–98. http://dx.doi.org/10.7736/kspe.2019.36.1.95.

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10

Wen, Yuqin, and Jin Yuan Tang. "A solution considering elastic-plastic deformation of asperities for contact between rough cylindrical surfaces." Industrial Lubrication and Tribology 70, no. 2 (March 12, 2018): 353–62. http://dx.doi.org/10.1108/ilt-09-2017-0269.

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Purpose This paper aims to study the contact between rough cylindrical surfaces considering the elastic-plastic deformation of asperities. Design/methodology/approach The elastic deformation of the nominal surface of the curved surface is considered, the contact area is discretized by the calculus thought and then the nominal distance between two surfaces is obtained by iteration after the pressure distribution is assumed. On the basis of the Zhao, Maietta and Chang elastic-plastic model, the contact area and the contact pressure of the rough cylindrical surfaces are calculated by the integral method, and then the solution for the contact between rough cylindrical surfaces is obtained. Findings The contact characteristic parameters of smooth surface Hertz contact, elastic contact and elastic-plastic contact between rough cylindrical surfaces are calculated under different plastic indexes and loads, and the calculation results are compared and analyzed. The analysis shows that the solution considering the elastic-plastic deformation of asperities for the contact between rough cylindrical surfaces is scientific and rational. Originality/value This paper provides a new effective method for the calculation of the contact between rough cylindrical surfaces.

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11

Brooks, Gregory N. "Elastic-Plastic Ring-Loaded Cylindrical Shells." Journal of Applied Mechanics 55, no. 4 (December 1, 1988): 761–66. http://dx.doi.org/10.1115/1.3173719.

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The elastic-plastic solution for an infinitely long cylindrical shell with an axisymmetric ring load is presented. Except for the material nonlinearity, the standard assumptions of small deflection shell theory were made. Because the principal directions are known for the axisymmetric problem, the Tresca yield condition wasused. This made it possible to obtain closed-form expressions for the elastic-plastic, moment-curvature relations, greatly simplfying the computational task. The actual stress distribution through the thickness was used, making these relations exact. Yielding was contained near the load. Thus, for the analysis the cylinder was divided along its axis into elastic-plastic and purely elastic regions. Solutions were obtained for each region which were then matched at their intersection to give the complete solution. All results are given in dimensionless form so that they may be applied to any shell.

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12

Yu, Jianghong, Lei Xiang, Wen Yang, Chao Li, Yaoyao Deng, and Qishui Yao. "Modal and harmonic response analysis of a rolling bearing coupled by rigid and flexible materials." Materials Express 9, no. 9 (December 1, 2019): 1017–24. http://dx.doi.org/10.1166/mex.2019.1608.

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Elastic composite cylindrical roller bearing is a new type of rolling bearings. Its rolling body is composed of rigid and flexible materials. In order to investigate the modal characteristics and harmonic response rules of the elastic composite cylindrical roller bearings with different structural parameters, we computed the modal solutions of a cylindrical roller bearing and the elastic composite cylindrical roller bearings with filling degrees of 40%, 50% and 65%, and determined the scope of the excitation frequency according to the computed first twelve orders of the modal frequency. On this basis, we analyzed the steady-state response under a sinusoidal alternating load as well as the vibration conditions of the elastic composite cylindrical roller bearings with different filling degrees within the excitation scope, and explored the relationship between the responses such as displacement and stress and the excitation frequency. The results showed that the natural frequencies of the elastic composite cylindrical roller bearings with filling degrees of 40% and 50% were similar to that of a solid bearing, while that of the elastic composite cylindrical roller bearings with a filling degree of 65% was relatively smaller than that of a solid bearing. The vibration modes of the bearings mainly manifested as bending and torsional deformation of the inner rings. Under the action of an excitation load, the peak responses of the bearings occurred near the fifth and sixth orders of the natural frequency. This research can provide a theoretical reference for the optimal design and engineering applications of the elastic composite cylindrical roller bearings.

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13

Nagase, Jun-ya, and Yoshitaka Shigemoto. "Study on Cylindrical Elastic Crawler Mechanism." Proceedings of JSME annual Conference on Robotics and Mechatronics (Robomec) 2016 (2016): 2A1–06b1. http://dx.doi.org/10.1299/jsmermd.2016.2a1-06b1.

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14

Nagase, Jun-ya, and Yoshitaka Shigemoto. "Study on Cylindrical Elastic Crawler Mechanism." Proceedings of JSME annual Conference on Robotics and Mechatronics (Robomec) 2016 (2016): 2A1–06b2. http://dx.doi.org/10.1299/jsmermd.2016.2a1-06b2.

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15

Yamaki, N., and G. J. Simitses. "Elastic Stability of Circular Cylindrical Shells." Journal of Applied Mechanics 52, no. 2 (June 1, 1985): 501–2. http://dx.doi.org/10.1115/1.3169089.

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16

Kessler, David, and Dan Kosloff. "Elastic wave propagation using cylindrical coordinates." GEOPHYSICS 56, no. 12 (December 1991): 2080–89. http://dx.doi.org/10.1190/1.1443020.

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A pseudo‐spectral method for a solution of the equations of dynamic elasticity in cylindrical coordinates is based on the Chebychev expansion in the radial direction and the Fourier expansion in the angular direction and is suitable for simulating wave propagation in the vicinity of cylindrical objects. The numerical grid consists of a series of concentric rings, each one with a separate Chebychev‐Fourier mesh. One numerical grid is defined for the cylindrical cavity and another grid for the medium around the cavity. Combining these two numerical grids allows reduction of the number of grid points in the angular direction in the interior grid and thus increases the time step. This makes the use of polar coordinates much more economic. The numerical algorithm is applicable to any arbitrary heterogeneous medium.

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17

Kolpakov, A. G. "The stiffnesses of elastic cylindrical beams." Journal of Applied Mathematics and Mechanics 58, no. 2 (January 1994): 293–301. http://dx.doi.org/10.1016/0021-8928(94)90058-2.

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18

Harding, J. E. "Elastic stability of circular cylindrical shells." Journal of Constructional Steel Research 6, no. 1 (January 1986): 81–82. http://dx.doi.org/10.1016/0143-974x(86)90025-8.

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19

Qishui, Yao, Chen Qianxu, Yu Jianghong, and Yang Wen. "Structures Dynamic Property Analysis of Elastic Composite Cylindrical Rolling Element." International Journal of Rotating Machinery 2021 (October 18, 2021): 1–8. http://dx.doi.org/10.1155/2021/4244659.

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Elastic composite cylindrical roller bearing is a novel type of roller bearing whose rolling element is designed by innovating the rolling element structure of cylindrical roller bearings. For the purpose of investigating the dynamic properties of the rolling elements with different structural parameters and solving the modes of elastic composite cylindrical rolling element with different filling degrees, first, this study compares elastic composite cylindrical rolling element to solid cylindrical rolling element, in terms of natural frequency and vibration mode. Next, the integration time step is determined, based on the natural frequency of the vibration in the Y direction, the response of various rolling element, under impact loads, is solved. Furthermore, the laws of the energy changes and nodal displacement variations of rolling element are explored, at different filling degrees. Finally, adopting the decay method, the damping ratio of elastic composite cylindrical rolling element, under different structural parameters and external loads, is calculated. According to the results, with the increase of filling degree, the natural frequencies of various orders of elastic composite cylindrical rolling element gradually declined. The damping ratio of rolling elements decreased, as the filling degree increased, while it could be changed by adjusting the structural dimensions of rolling elements. The analysis results of this study provide some theoretical reference for studies on the parameter optimization of rolling element structures, the vibration and noise reduction of elastic composite cylindrical roller bearings.

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20

Khusanov, B. E., and B. B. Rikhsieva. "Cylindrical shear waves in soil around underground pipelines." Journal of Physics: Conference Series 2182, no. 1 (March 1, 2022): 012022. http://dx.doi.org/10.1088/1742-6596/2182/1/012022.

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Abstract A method of numerical solution of one-dimensional problem of cylindrical shear wave propagation in an elastic and elastic-plastic soil is developed in the article using the finite difference method. The numerical results obtained are presented in the form of graphs. From the results obtained, the attenuation of the parameters (shear stress, shear strain, and angular velocity) of cylindrical wave propagation with distance in an elastic and elastic-plastic soil was determined. The attenuation of waves with distance is justified by the dissipation of strain energy on the expanding cylindrical soil layer. In the case of load exceeding the elastic limit, plastic strains occur in soil near the point of load application. The boundaries of elastic-plastic strain of soil are determined.

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21

Karam, G. N., and L. J. Gibson. "Elastic buckling of cylindrical shells with elastic cores—I. Analysis." International Journal of Solids and Structures 32, no. 8-9 (April 1995): 1259–83. http://dx.doi.org/10.1016/0020-7683(94)00147-o.

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22

Karam, G. N., and L. J. Gibson. "Elastic buckling of cylindrical shells with elastic cores—II. Experiments." International Journal of Solids and Structures 32, no. 8-9 (April 1995): 1285–306. http://dx.doi.org/10.1016/0020-7683(94)00148-p.

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23

Anyi, Joseph Nkongho, Robert Nzengwa, Jean Chills Amba, and Claude Valery Abbe Ngayihi. "Approximation of Linear Elastic Shells by Curved Triangular Finite Elements Based on Elastic Thick Shells Theory." Mathematical Problems in Engineering 2016 (2016): 1–12. http://dx.doi.org/10.1155/2016/8936075.

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We have developed a curved finite element for a cylindrical thick shell based on the thick shell equations established in 1999 by Nzengwa and Tagne (N-T). The displacement field of the shell is interpolated from nodal displacements only and strains assumption. Numerical results on a cylindrical thin shell are compared with those of other well-known benchmarks with satisfaction. Convergence is rapidly obtained with very few elements. A scaling was processed on the cylindrical thin shell by increasing the ratioχ=h/2R(half the thickness over the smallest radius in absolute value) and comparing results with those obtained with the classical Kirchhoff-Love thin shell theory; it appears that results diverge at2χ=1/10=0.316because of the significant energy contribution of the change of the third fundamental form found in N-T model. This limit value of the thickness ratio which characterizes the limit between thin and thick cylindrical shells differs from the ratio 0.4 proposed by Leissa and 0.5 proposed by Narita and Leissa.

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24

Lv, Xiao Lang, and Dian Kui Liu. "Dynamic Analysis for a Subsurface Elastic Cylindrical Inclusion with a Semi- Cylindrical Hill Impacted by SH-Wave." Advanced Materials Research 199-200 (February 2011): 945–48. http://dx.doi.org/10.4028/www.scientific.net/amr.199-200.945.

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An analytic method is developed for dynamic stress concentration of a subsurface elastic cylindrical inclusion below a semi-cylindrical hill under SH-wave. And the dynamic stress concentration factor (DSCF) is given by complex variable function. During the solution, a standing wave and scattered wave displacement functions are constructed in different parts respectively. All of these displacement functions should satisfy the boundary conditions of each part. Employed to the boundary conditions around the elastic cylindrical inclusion, a series of infinite algebraic equations about the problem can be obtained. The calculating results of DSCF around the elastic cylindrical inclusion are plotted to show the effects of some parameters on DSCF.

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25

Brooks, G. N. "Elastic-Plastic Analysis of Pressurized Cylindrical Shells." Journal of Applied Mechanics 54, no. 3 (September 1, 1987): 597–603. http://dx.doi.org/10.1115/1.3173075.

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Plasticity in shells is often contained near the ends of a segment where the bending stresses are significant. Outside of this local neighborhood the behavior is elastic. Thus, an axisymmetric shell can be divided along its axis into a purely elastic region away from an end and the local region where plasticity is present. The moment-curvature relation in the elastic-plastic region is calculated using the Tresca yield condition. Use of the Tresca yield condition greatly simplifies this derivation because the principal directions are known. This moment-curvature relationship is “exact” in the sense that only the standard assumptions of thin shell theory are made. The solutions of the elastic and plastic regions are matched at their intersection for an efficient numerical solution. The technique is used here to study the semi-infinite clamped cylindrical shell with an internal pressure loading.

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26

Wu, H. M., and Z. Y. Ou. "Effect of Surface Elasticity on Scattering of Plane P-Waves by an Elastic Half-Plane with a Semi-Cylindrical Cavity." Applied Mechanics and Materials 303-306 (February 2013): 2656–60. http://dx.doi.org/10.4028/www.scientific.net/amm.303-306.2656.

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When the characteristic sizes of materials and elements reduce to nanometers, the inﬂuence of surface energy becomes prominent in its mechanical behavior. In the frame of surface elasticity, the scattering of of plane compressional waves (P-waves) by a semi-cylindrical cavity embedded in an elastic half-plane is investigated in this paper. By using the wave function expansion method, we obtain the analytical solutions of elastci fields. The results show that surface energy has a signiﬁcant effect on the diffractions of P-waves as the radius of the semi-cylindrical cavity shrinks to nanoscale. For incident waves with different frequencies, radius of semi-cylindrical cavity, the effects of surface elasticity on the dynamic stress concentration around the semi-cylindrical cavity are discussed in detail.

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27

Yajuan, Hao, Shi Yunhui, and Ping Panpan. "Theoretical Study on Fluid Velocity for Viscous Fluid in a Circular Cylindrical Shell." Open Mechanical Engineering Journal 9, no. 1 (October 7, 2015): 826–30. http://dx.doi.org/10.2174/1874155x01509010826.

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A theoretical algorithm by united Lagrangian-Eulerian method for the problem in dealing with viscous fluid and a circular cylindrical shell is presented. In this approach, each material is described in its preferred reference frame. Fluid flows are given in Eulerian coordinates whereas the elastic circular cylindrical shell is treated in a Lagrangian framework. The fluid velocity in a two-dimensional uniform elastic circular cylindrical shell filled with viscous fluid is studied under the assumption of low Reynolds number. The coupling between the viscous fluid and the elastic circular cylindrical shell shows kinematic conditions at the shell surface. Also, the radial velocity and axial velocity of the fluid are discussed with the help of graphs.

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28

Mohamed, A. I., M. M. Megahed, L. S. Bayoumi, and M. Y. A. Younan. "Applications of Iterative Elastic Techniques for Elastic-Plastic Analysis of Pressure Vessels." Journal of Pressure Vessel Technology 121, no. 1 (February 1, 1999): 24–29. http://dx.doi.org/10.1115/1.2883663.

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The paper presents an application of iterative elastic techniques for the determination of elasto-plastic stress-strain fields, limit and shakedown loads. The iterative elastic method relies on iterative modification of elastic modulus in regions at which elastically calculated effective stress exceeds material yield strength. The technique is applied first to thick spherical and cylindrical shells under combined pressure and thermal gradient. Results showed good correlation with analytical elasto-plastic solutions. The elastic compensation technique is then applied to predict elasto-plastic stresses and shakedown loads of thin spherical shell with cylindrical nozzle subjected to internal pressure or end-thrust loading. Predicted shakedown loads were found to be in good agreement with the well-known Leckie and Penny results adopted in pressure vessel codes.

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29

Cattani, Carlo. "Signorini Cylindrical Waves and Shannon Wavelets." Advances in Numerical Analysis 2012 (June 26, 2012): 1–24. http://dx.doi.org/10.1155/2012/731591.

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Hyperelastic materials based on Signorini’s strain energy density are studied by using Shannon wavelets. Cylindrical waves propagating in a nonlinear elastic material from the circular cylindrical cavity along the radius are analyzed in the following by focusing both on the main nonlinear effects and on the method of solution for the corresponding nonlinear differential equation. Cylindrical waves’ solution of the resulting equations can be easily represented in terms of this family of wavelets. It will be shown that Hankel functions can be linked with Shannon wavelets, so that wavelets can have some physical meaning being a good approximation of cylindrical waves. The nonlinearity is introduced by Signorini elastic energy density and corresponds to the quadratic nonlinearity relative to displacements. The configuration state of elastic medium is defined through cylindrical coordinates but the deformation is considered as functionally depending only on the radial coordinate. The physical and geometrical nonlinearities arising from the wave propagation are discussed from the point of view of wavelet analysis.

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30

Thu, Pham Van, and Nguyen Dinh Duc. "Non-linear dynamic response and vibration of an imperfect three-phase laminated nanocomposite cylindrical panel resting on elastic foundations in thermal environments." Science and Engineering of Composite Materials 24, no. 6 (November 27, 2017): 951–62. http://dx.doi.org/10.1515/secm-2015-0467.

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AbstractThis paper presents an analytical approach to investigate the non-linear dynamic response and vibration of an imperfect three-phase laminated nanocomposite cylindrical panel resting on elastic foundations in thermal environments. Based on the classical laminated shell theory and stress function, taking into account geometrical non-linearity, initial geometrical imperfection, Pasternak-type elastic foundation, and temperature, the governing equations of the three-phase laminated nanocomposite cylindrical panel are derived. The numerical results for the dynamic response and vibration of the polymer nanocomposite cylindrical panel are obtained by using the Runge-Kutta method. The influences of fibres and nanoparticles, different fibre angles, material and geometrical properties, imperfection, elastic foundations, and temperature on the non-linear dynamic response of the polymer nanocomposite cylindrical panel are discussed in detail.

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31

Nagase, Jun-ya, Fumika Fukunaga, Kan Ishida, and Norihiko Saga. "Steering System of Cylindrical Elastic Crawler Robot." IEEJ Journal of Industry Applications 7, no. 5 (September 1, 2018): 441–42. http://dx.doi.org/10.1541/ieejjia.7.441.

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32

Veksler, Naum, Jean-Louis Izbicki, and Jean-Marc Conoir. "Elastic wave scattering by a cylindrical shell." Wave Motion 29, no. 3 (April 1999): 195–209. http://dx.doi.org/10.1016/s0165-2125(98)00043-2.

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33

Maze, Gérard, Florence Lecroq, Dominique Décultot, Jean Ripoche, Susan K. Numrich, and Herbert Überall. "Acoustic scattering from finite cylindrical elastic objects." Journal of the Acoustical Society of America 90, no. 6 (December 1991): 3271–78. http://dx.doi.org/10.1121/1.401437.

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34

Lepik, Ülo. "Bifurcation analysis of elastic–plastic cylindrical shells." International Journal of Non-Linear Mechanics 34, no. 2 (March 1999): 299–311. http://dx.doi.org/10.1016/s0020-7462(98)00032-8.

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35

OHMORI, Hiroshi, Hiroshi NODA, Yoshikazu UTSUMI, and Kazuaki HARADA. "ELASTIC STABILITY OF CYLINDRICAL SHELLS WITH DEFFICIENCES." Journal of Structural and Construction Engineering (Transactions of AIJ) 62, no. 500 (1997): 61–68. http://dx.doi.org/10.3130/aijs.62.61_3.

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36

Bîrsan, Mircea. "Thermal stresses in anisotropic cylindrical elastic shells." Mathematical Methods in the Applied Sciences 33, no. 6 (July 15, 2009): 799–810. http://dx.doi.org/10.1002/mma.1195.

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37

Sochi, Taha. "Navier-Stokes Flow in Cylindrical Elastic Tubes." Journal of Applied Fluid Mechanics 8, no. 2 (April 1, 2015): 181–88. http://dx.doi.org/10.18869/acadpub.jafm.67.221.22802.

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38

Nam, Moon-Hee, and Kwan-Hee Lee. "Unsymmetrically Loaded Cylindrical Tank on Elastic Foundation." Journal of Engineering Mechanics 126, no. 12 (December 2000): 1257–61. http://dx.doi.org/10.1061/(asce)0733-9399(2000)126:12(1257).

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39

Mecitoglu, Zahit, and M. C. Dökmeci. "Forced vibrations of stiffened cylindrical elastic panels." Journal of the Acoustical Society of America 85, S1 (May 1989): S118. http://dx.doi.org/10.1121/1.2026674.

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40

Tyutekin, V. V. "Helical waves of an elastic cylindrical shell." Acoustical Physics 50, no. 3 (May 2004): 273–77. http://dx.doi.org/10.1134/1.1739495.

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41

Linton, C. M., and I. Thompson. "Elastic Waves Trapped above a Cylindrical Cavity." SIAM Journal on Applied Mathematics 78, no. 4 (January 2018): 2083–104. http://dx.doi.org/10.1137/17m1155296.

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42

YAMADA, Tomoki, Jun-ya NAGASE, Yoshitaka SHIGEMOTO, Koichi SUZUMORI, and Norihiko SAGA. "S1110201 Study on Cylindrical Elastic Tracked-crawler." Proceedings of Mechanical Engineering Congress, Japan 2015 (2015): _S1110201——_S1110201—. http://dx.doi.org/10.1299/jsmemecj.2015._s1110201-.

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43

Rushchitsky, J. J., and Ya V. Simchuk. "Modeling cylindrical waves in nonlinear elastic composites." International Applied Mechanics 43, no. 6 (June 2007): 638–46. http://dx.doi.org/10.1007/s10778-007-0062-2.

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44

Bîrsan, Mircea. "Thermal stresses in cylindrical Cosserat elastic shells." European Journal of Mechanics - A/Solids 28, no. 1 (January 2009): 94–101. http://dx.doi.org/10.1016/j.euromechsol.2008.03.001.

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45

Taliercio, Alberto, and Daniele Veber. "Torsion of elastic anisotropic micropolar cylindrical bars." European Journal of Mechanics - A/Solids 55 (January 2016): 45–56. http://dx.doi.org/10.1016/j.euromechsol.2015.08.006.

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46

Iwan, J., D. Alexander, P. H. Leo, and R. F. Sekerka. "Elastic fields about a perturbed cylindrical inclusion." Acta Metallurgica 33, no. 6 (June 1985): 975–83. http://dx.doi.org/10.1016/0001-6160(85)90191-9.

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47

Lv, Xiao Tang. "Surface Displacement of a Semi-Cylindrical Hill above a Subsurface Elastic Cylindrical Inclusion under SH-Wave." Advanced Materials Research 243-249 (May 2011): 4037–40. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.4037.

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Scattering of SH-wave by a semi-cylindrical hill above a subsurface elastic cylindrical inclusion in half-space is studied by complex variable function. Firstly, the whole solution domain is divided into two parts, and the solutions that satisfied the boundary conditions are constructed in two parts respectively. Then according to the “conjunction” condition of junction interface and the boundary condition around the subsurface elastic cylindrical inclusion, a set of infinite algebraic equations about the problem can be obtained. Finally the computational results of surface displacement were provided and discussed.

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Miao, Cheng, Fei Lv, Chang Yu Zhou, and Xiao Hua He. "Effect of Orthotropic Mechanical Property on the Limit Load of Cylindrical Shell under Internal Pressure." Key Engineering Materials 795 (March 2019): 401–8. http://dx.doi.org/10.4028/www.scientific.net/kem.795.401.

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At present the orthotropic pressurized metal structure is generally used as the isotropic one, ignoring the anisotropic characteristics of material caused during rolling process. At the same time, the elastic stress analysis design method is commonly used in pressure vessel, and the load capacity coming from plasticity of material has not been utilized. Therefore, elastic-plastic analysis of orthotropic pressurized structure is of great theoretical significance and engineering value. In present paper the limit load of orthotropic titanium cylindrical shell under internal pressure was studied. By finite element method with twice elastic slope criterion the variations of limit load for orthotropic and isotropic titanium cylindrical shells under different diameter-thickness ratios were investigated. The effect of orthotropic mechanical property on limit load of titanium cylindrical shell was discussed. At the same time, the difference of limit loads between orthotropic and isotropic titanium cylindrical shells was compared. The calculation results show that the limit loads of orthotropic and isotropic titanium cylindrical shell increase with the diameter-thickness ratio, and the limit load of orthotropic titanium cylindrical shell increases more obviously. Additionally, if the yield strength of isotropic cylindrical shell is the same as or close to the yield strength of circumferential direction for orthotropic titanium cylindrical shell, the difference of limit load is smaller. While the yield strength of isotropic cylindrical shell is much different from the yield strength of circumferential direction for orthotropic titanium cylindrical shell, the difference of the limit load is higher.

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Han, Yueyang, Xiang Zhu, Tianyun Li, Yunyan Yu, and Xiaofang Hu. "Free Vibration and Elastic Critical Load of Functionally Graded Material Thin Cylindrical Shells Under Internal Pressure." International Journal of Structural Stability and Dynamics 18, no. 11 (October 22, 2018): 1850138. http://dx.doi.org/10.1142/s0219455418501389.

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An analytical approach for predicting the free vibration and elastic critical load of functionally graded material (FGM) thin cylindrical shells filled with internal pressured fluid is presented in this study. The vibration of the FGM cylindrical shell is described by the Flügge shell theory, where the internal static pressure is considered as the prestress term in the shell equations. The motion of the internal fluid is described by the acoustic wave equation. The natural frequencies of the FGM cylindrical shell under different internal pressures are obtained with the wave propagation method. The relationship between the internal pressure and the natural frequency of the cylindrical shell is analyzed. Then the linear extrapolation method is employed to obtain the elastic critical load of the FGM cylindrical shell from the condition that the increasing pressure has resulted in zero natural frequency. The accuracy of the present method is verified by comparison with the published results. The effects of gradient index, boundary conditions and structural parameters on the elastic critical load of the FGM cylindrical shell are discussed. Compared with the experimental and numerical analyses based on the external pressure, the present method is simple and easy to carry out.

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Zheng, Yu Chao, Yang Yan, and Pei Jun Wang. "Buckling Strength of Pressurized Cylindrical Shells under Axial Compression." Applied Mechanics and Materials 638-640 (September 2014): 1750–53. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.1750.

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A systematic parametric study was carried out to investigate the elastic and elastic-plastic buckling behaviors of imperfect steel shell subject to axial compression and internal pressure. Studied parameters include the magnitude of internal pressure, steel strength, and ratio of cylinder radius to shell thickness. Design equations were proposed for calculating the elastic and elastic-plastic buckling strength of imperfect steel shells under combination of axial compression and internal pressure. The buckling strength predicated by proposed equations agrees well with that from the numerical simulation.

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