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Автор: Grafiati
Опубліковано: 30 травня 2022
Оновлено: 31 травня 2022

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Статті в журналах з теми "Elastic cylindrical die"

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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Анотація:
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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Дисертації з теми "Elastic cylindrical die"

1

Makulsawatudom, Prasit. "Elastic and elastic-plastic analysis of thick cylindrical vessels with crossholes." Thesis, University of Strathclyde, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.401319.

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2

Lawrie, Jane Barbara. "Interaction of sound with cylindrical elastic shells." Thesis, Imperial College London, 1988. http://hdl.handle.net/10044/1/47151.

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3

Zhang, Jin. "Elastic/plastic buckling of cylindrical shells with elastic core under axial compression." Thesis, McGill University, 2009. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=66952.

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Анотація:
Elastic as well as plastic buckling of circular cylindrical shells filled with a core material is analyzed under axial compressive loading. A practical example of this situation is the buckling of concrete filled steel tubular (CFT) columns used widely in high-rise buildings. The theoretical problem is modeled as the bifurcation buckling of a perfect "infinitely" long circular cylindrical shell under uniform compression, constrained by a one-way (tension-less) foundation. An important and useful novelty is that the shell material is allowed to undergo strain-hardening plasticity before buckling. For simplicity, the core material is assumed to remain elastic. The approach is analytical. The governing equations are solved exactly to obtain buckling loads, and wavelengths in contact and nocontact regions. The theoretical results, when applied to CFT columns, are found to be in very good agreement with the experimental buckling loads of other researchers.
Le flambage élastique ainsi que plastique de coquilles cylindriques remplis d'un matériel sont analysé sous le chargement de la compression axiale. Un exemple pratique de cette situation est le flambage de colonnes tubulaires en acier remplis de béton (CFT) qui sont largement utilisées dans les immeubles de grande hauteur. Le problème théorique est modélisé comme le flambage par bifurcation d'une coquille parfaite cylindrique de longueur "infinie" sous la compression uniforme, en présence d'une contrainte à sens unique. Une nouveauté importante et utile est que le matériel de coquille est sollicitée dans le domaine post-élastique avant de flambement. Pour simplifier, le matériel remplis est supposé rester élastique. L'approche est analytique. Les équations régissants sont résolus exactement à obtenir les charges de flambage, et les longueurs d'onde en contact et sans contact régions. Les résultats théoriques, aux applications de CFT colonnes, se trouvent en très bon accord avec des charges de flambage d'autres chercheurs.
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4

Abdel-Fattah, Mohamed Thabit. "Nonlinear behaviour of cylindrical shells containing elastic solids." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ58196.pdf.

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5

Karam, Gebran Nizar. "Elastic stability of cylindrical shells with soft elastic cores : biomimicking natural tubular structures." Thesis, Massachusetts Institute of Technology, 1994. http://hdl.handle.net/1721.1/12236.

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Анотація:
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1994.
Vita.
Includes bibliographical references (leaves 76-77).
by Gebran Nizar Karam.
Ph.D.
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6

Fajuyitan, Oluwole Kunle. "Length effects in elastic imperfect cylindrical shells under uniform bending." Thesis, Imperial College London, 2018. http://hdl.handle.net/10044/1/64813.

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Recent computational investigations into the buckling behaviour of perfect elastic thin-walled cylindrical shells under uniform bending, a ubiquitous reference structural system that enjoys wide practical applications, have demonstrated that the stability behaviour of this shell system depends largely on the length. Consequently, four distinct length domains – short, medium, transitional and long – were introduced to categorise the response of the system based on the relative influence of end boundary restraint and cross-sectional ovalisation. However, most investigations on this particular shell system have only focussed on near-perfect geometric cases despite the vast research efforts that were made on the subject of imperfection sensitivity in a related reference system of cylindrical shells under uniform axial compression. Furthermore, the potential coupling between length and imperfection sensitivity has never been studied for any shell system. This research thus seeks to understand and characterise the effect of length on the elastic stability of imperfect cylindrical shells under uniform bending, considering diverse forms of geometric imperfections. The stability investigations were performed over a wide parametric variation of length, radius-to-thickness ratio, end boundary condition, form and amplitude of geometric imperfection, using a combination of modern finite element analysis software and programming languages. It was confirmed that there exists a relationship between the length of the shell system and imperfection sensitivity and this relationship was characterised into realistic, but conservative closed-form, algebraic expressions as a proxy to undertaking further computational investigations by analysts. The study also offers an efficient computational strategy that may be adopted in managing large computational analyses through most modern finite element suites and it is envisaged that this strategy will appeal to computational analysts who are encouraged to adopt the automation methodology described herein to explore other structural systems.
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7

Brévart, Bertrand J. "Active control of coupled wave propagation in fluid-filled elastic cylindrical shells /." This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-10032007-171658/.

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8

Glandier, Christian Y. "Wave-vector analysis of the vibrations of thin cylindrical shells." Thesis, Georgia Institute of Technology, 1991. http://hdl.handle.net/1853/16797.

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9

Chen, Zi Qi. "Delamination buckling of pressure-loaded laminated cylindrical shells and panels." Diss., Georgia Institute of Technology, 1987. http://hdl.handle.net/1853/21227.

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10

Ravish, Masti Sarangapany. "Vibration damping analysis of cylindrical shells partially coated withconstrained visco-elastic layers." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2001. http://hub.hku.hk/bib/B31242169.

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Книги з теми "Elastic cylindrical die"

1

Markuš, Štefan. The mechanics of vibrations of cylindrical shells. Amsterdam: Elsevier, 1988.

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2

Selmane, A. Dynamic analysis of anisotropic open cylindrical shells. Montréal, Québec, Canada: Dept. of Mechanical Engineering, École Polytechnique de Montréal, Campus de l'Université de Montréal, 1995.

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3

Rajagopalan, K. Finite element buckling analysis of stiffened cylindrical shells. Rotterdam: A.A. Balkema, 1993.

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4

Melerski, Edmund S. Design analysis of beams, circular plates and cylindrical tanks on elastic foundations: With IBM-compatible software. Rotterdam: Balkema, 2000.

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5

Glass, I. I. Over forty years of continuous research at UTIAS on nonstationary flows and shock waves. [Downsview, Ont.]: Institute for Aerospace Studies, University of Toronto, 1990.

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6

Glass, I. I. Over forty years of continuous research at UTIAS on nonstationary flows and shock waves. [S.l.]: [s.n.], 1991.

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7

Free Vibration of Homogeneous Transversely Isotropic Thermo Elastic Cylindrical Panel. Tiruchengode, India: ASDF International, 2017.

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8

Melerski, Edmund. Design Analysis Beams Circular Plates and Cylindrical Tanks on Elastic Foundations. Taylor & Francis, 2000.

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9

Melerski, Edmund S. Design analysis of beams, circular plates and cylindrical tanks on elastic foundations. Taylor & Francis, 2000.

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10

Melerski, Edmund. Design Analysis of Beams, Circular Plates and Cylindrical Tanks on Elastic Foundations, Second Edition. Taylor & Francis, 2006.

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Частини книг з теми "Elastic cylindrical die"

1

Herakovich, Carl T. "Torsion of Cylindrical Bars." In A Concise Introduction to Elastic Solids, 41–46. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-45602-7_7.

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2

Bîrsan, Mircea. "Cylindrical Elastic Bodies with Directors, Thermal Stresses." In Encyclopedia of Thermal Stresses, 837–45. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-2739-7_772.

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3

Veksler, Naum D., and Herbert Überall. "Resonance Scattering by Elastic Bodies of Cylindrical Shape." In Springer Series on Wave Phenomena, 16–45. Berlin, Heidelberg: Springer Berlin Heidelberg, 1993. http://dx.doi.org/10.1007/978-3-642-84795-0_2.

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4

Awrejcewicz, Jan, and Vadim A. Krysko. "Mathematical Model of Cylindrical/Spherical Shell Vibrations." In Elastic and Thermoelastic Problems in Nonlinear Dynamics of Structural Members, 415–38. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-37663-5_9.

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5

Mikhasev, Gennadi I., and Holm Altenbach. "Elastic Buckling of Laminated Beams, Plates, and Cylindrical Shells." In Advanced Structured Materials, 85–156. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-12761-9_3.

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6

Lellep, Jaan, and Annika Patsepp. "Optimal Design of Inelastic Cylindrical Shells with Elastic Supports." In Design, Fabrication and Economy of Metal Structures, 37–42. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_6.

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7

Gupta, Abhay, Amit Kumar Mangoliwala, Rajidi Shashidhar Reddy, and Satyajit Panda. "Elastic Instability of the Functionally Graded Porous Cylindrical Panel." In Lecture Notes in Mechanical Engineering, 799–808. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-2794-1_71.

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8

Ghulghazaryan, G. R., and L. G. Ghulghazaryan. "Free Vibrations of Thin Elastic Orthotropic Cantilever Cylindrical Panel." In Lecture Notes in Mechanical Engineering, 441–62. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-92144-6_34.

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Hu, N., S. Liu, and R. Burgueño. "Controlled elastic instabilities in cylindrical shells for energy harvesting devices." In Insights and Innovations in Structural Engineering, Mechanics and Computation, 772–76. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-126.

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10

Hu, N., and R. Burgueño. "Tailoring and controlling the elastic postbuckling response of cylindrical shells." In Insights and Innovations in Structural Engineering, Mechanics and Computation, 783–88. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-128.

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Тези доповідей конференцій з теми "Elastic cylindrical die"

1

Magnucki, Krzysztof, and Leszek Wittenbeck. "Stability of Elastic Orthotropic Circular Cylindrical Vessels." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25221.

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Анотація:
This paper is devoted to stability investigation of orthotropic circular cylindrical vessels subjected to external pressure. An untypical orthotropic structure that consist of two layers: smooth-external and corrugated-internal is proposed. The investigation is divided into two steps. In first one analytical formulas describing buckling behaviour are derived. In second step numerical analysis is performed by using FEM to obtain the correlation between analytical and numerical results. Authors also considered linear and nonlinear buckling analysis. During the linear analysis the influence of vessel geometry on critical pressure is determined. Nonlinear analysis is carried out to create equilibrium paths which show the behaviour of vessels in post-buckling state. The results of the analysis are presented in figures.
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2

Pan, Ernian, and Paul Heyliger. "Cylindrical Bending of Multilayered Magneto-Electro-Elastic Plates." In 44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2003. http://dx.doi.org/10.2514/6.2003-1916.

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3

Kobayashi, Takaya, and Yasuko Mihara. "Postbuckling Analyses of Elastic Cylindrical Shells Under Axial Compression." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77350.

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Анотація:
In designing a modern lightweight structure, it is of technical importance to assure its safety against buckling under the applied loading conditions. For this issue, the determination of the critical load in an ideal condition is not sufficient, but it is further required to clarify the postbuckling behavior, that is, the behavior of the structure after passing through the critical load. One of the reasons is to estimate the effect of practically unavoidable imperfections on the critical load, and the second reason is to evaluate the ultimate strength to exploit the load-carrying capacity of the structure. For the buckling problem of circular cylindrical shells under axial compression, a number of experimental and theoretical studies have been made by many researchers. In the case of the very thin shell that exhibits elastic buckling, experimental results show that after the primary buckling, secondary buckling takes place accompanying successive reductions in the number of circumferential waves at every mode shift on systematic (one-by-one) basis. In this paper, we traced this successive buckling of circular cylindrical shells using the latest in general-purpose FEM technology. We carried out our studies with three approaches: the arc-length method (the modified Riks method); the static stabilizing method with the aid of (artificial) damping especially, for the local instability; and the explicit dynamic procedure. The studies accomplished the simulation of successive buckling following unstable paths, and showed agreement with the experimental results.
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4

Sodagar, S., and A. Guran. "Interaction of elastic waves with a cylindrical nano-inclusion." In APPLICATION OF MATHEMATICS IN TECHNICAL AND NATURAL SCIENCES: 4th International Conference--AMiTaNS '12 Memorial Volume devoted to Prof. Christo I. Christov. AIP, 2012. http://dx.doi.org/10.1063/1.4758965.

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5

Lu, Xiao-tang, Zai-lin Yang, and Dian-kui Liu. "Dynamic analysis for shallow elastic cylindrical inclusion near multiple semi-cylindrical hills impacted by SH-wave." In 2008 Symposium on Piezoelectricity, Acoustic Waves, and Device Applications (SPAWDA). IEEE, 2008. http://dx.doi.org/10.1109/spawda.2008.4775818.

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6

Bachelet, L., and P. Sainsot. "Elastic-Plastic Analysis of the Cylindrical Contact Between Layered Bodies." In World Tribology Congress III. ASMEDC, 2005. http://dx.doi.org/10.1115/wtc2005-63124.

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Анотація:
Metallic gaskets are frequently used in applications operating under extreme conditions (very high or low temperatures). The elastic-plastic contact conditions between a layered toroidal seal and its seat are presented in this paper using a bi-dimensional finite element method. This problem is similar to the contact between an elastic cylinder and an elastic substrate coated by a soft elastic-plastic layer. Three different types of behavior could be defined according to the thickness of the layer: (A) very thin, (B) very thick and (C) intermediate layer. First we propose a new equivalent elastic modulus, taking into account the properties of the layer and substrate. This new formula is a function of the ratio of the thickness of the layer to the contact width. Then, by using a dimensional approach, two criteria related to the layer thickness (very thin or very thick) are defined. Finally, for intermediate layers, the specific shape of the pressure field is explained.
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7

Qu, Qiulin, Bin Wang, Peiqing Liu, Xueliang Wen, and Ramesh K. Agarwal. "Energy Analysis of Water Impact of an Elastic Cylindrical Shell." In 2018 AIAA Aerospace Sciences Meeting. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2018. http://dx.doi.org/10.2514/6.2018-0581.

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Sarkisyan, Vladimir, and Sarkis Sarkisyan. "About the Stabilization of Anisotropic Cylindrical Shell With Elastic Filling." In ASME 2000 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/detc2000/dac-14490.

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Abstract The problems about the optimal stabilization of mechanical system of a potency of continuum have the large interest, both theoretical and practical. The solution of such problems is reduced to the nonhomogeneous integro-differential equation with the symmetric kernel. The essential results in the solution of problems of the optimum stabilization for mechanical systems of a potency of continuum are obtained [4], [5]. In work [4,5,6] the convergence of series of solutions and the finiteness of a target functional is proved uniformly. Solved a numerous problems of the optimal stabilization of vibrations of plates and rather slanting shells. In various statements the problem of the optimal stabilization for anisotropic cylindrical shells are solved in [6] etc. The given work is attempt to fill in a gap the problems of the stabilization by the problems about the optimal stabilization of vibrations of shells with filling, where the filling as Winkler’s elastic base, and for filling of Vlasov’s model [3] is considered.
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Hung-Wen Chang. "3-D reflection/transmission coefficients from cylindrical layered elastic media." In IEEE 1987 Ultrasonics Symposium. IEEE, 1987. http://dx.doi.org/10.1109/ultsym.1987.199000.

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10

Fukunaga, Fumika, and Jun-ya Nagase. "Cylindrical elastic crawler mechanism for pipe inspection inspired by amoeba locomotion." In 2016 6th IEEE International Conference on Biomedical Robotics and Biomechatronics (BioRob). IEEE, 2016. http://dx.doi.org/10.1109/biorob.2016.7523664.

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Звіти організацій з теми "Elastic cylindrical die"

1

Carlucci, D., N. Payne, and I. Mehmedagic. Small Strain Compatibility Conditions of an Elastic Solid in Cylindrical Coordinates. Fort Belvoir, VA: Defense Technical Information Center, April 2013. http://dx.doi.org/10.21236/ada582888.

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2

Honeycutt, Rebecca L., and Steven J. Johnson. Evaluation Of The Scattered Pressure Due To Infinite Rigid Cylinders, Infinite Elastic Cylindrical Shells, And Rigid Spheres In The Presence Of An Ambient Noise Field. Fort Belvoir, VA: Defense Technical Information Center, April 1993. http://dx.doi.org/10.21236/ada264835.

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