Bibliografías temáticas / Buckling (Mechanics) Cylinders. Strains and stresses

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Literatura académica sobre el tema "Buckling (Mechanics) Cylinders. Strains and stresses"

Autor: Grafiati
Publicado: 4 de junio de 2021
Última modificación: 1 de febrero de 2022

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Artículos de revistas sobre el tema "Buckling (Mechanics) Cylinders. Strains and stresses"

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Radchenko, V. P., O. S. Afanaseva, and V. E. Glebov. "The effect of surface plastic hardening technology, residual stresses and boundary conditions on the buckling of a beam." PNRPU Mechanics Bulletin, no. 1 (December 15, 2020): 87–98. http://dx.doi.org/10.15593/perm.mech/2020.1.07.

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The complex influence of the surface plastic hardening technology, residual stresses, and boundary conditions on the bending of a hardened beam of EP742 alloy was performed. A phenomenological method of restoring the fields of residual stress and plastic deformations performed by its experimental verification in the particular case of ultrasonic hardening is given. The correspondence of the calculated and experimental data for the residual stresses is observed. For assess the influence of the formed residual stresses on convex cylinders, the calculation methods are used for initial strains bas
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2

Sridharan, Srinivasan. "Imperfection Sensitivity of Stiffened Cylindrical Shells Under Interactive Buckling." Applied Mechanics Reviews 47, no. 6S (1994): S251—S255. http://dx.doi.org/10.1115/1.3124418.

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In this paper some recent advances made in the understanding of the phenomena and computational modelling of the interaction of local and overall instabilities in stiffened cylindrical shells will be reviewed. These relate to two distinct categories of problems: (1) Axially compressed stringer-stiffened shells and (2) Ring-stiffened cylinders subjected to hydrostatic compression. The former have been analyzed with a novel methodology which employs finite elements in which the local buckling information is embedded. Comparisons of the results of the new technique with Abaqus - a well establishe
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3

Tsai, Wan T. "Stresses and Strains of Radially Reinforced Hollow Cylinders." Journal of Engineering Mechanics 113, no. 2 (1987): 281–87. http://dx.doi.org/10.1061/(asce)0733-9399(1987)113:2(281).

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4

Chau, K. T. "Antisymmetric Bifurcations in a Compressible Pressure-Sensitive Circular Cylinder Under Axisymmetric Tension and Compression." Journal of Applied Mechanics 60, no. 2 (1993): 282–89. http://dx.doi.org/10.1115/1.2900791.

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This paper examines antisymmetric bifurcations of geometric diffuse modes, including buckling and surface rumpling modes, for a compressible pressure-sensitive circular cylinder of finite length under axisymmetric loadings. The analysis includes the effects of nonnormality, transverse isotropy, and confining stress on the appearance of antisymmetric geometric diffuse modes and their relationship to the onset of localization. The long wavelength limit of the eigenvalue equation is found corresponding to the Euler’s buckling load; the short wavelength limit corresponds to the eigenstress for the
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5

Kabir, Mohammad Zaman, and Mehdi Parvizi. "The effects of residual stresses and strains on lateral-torsional buckling behavior of cold-formed steel channel and built-up I-sections beams." International Journal of Structural Integrity 10, no. 2 (2019): 230–43. http://dx.doi.org/10.1108/ijsi-07-2018-0044.

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Purpose The purpose of this paper is to focus on the influences of residual stresses which were induced during roll-forming sections on lateral-torsional buckling of thin-walled cold-formed steel channel and built-up I-sections beams. Built-up I section is made up of two back-to-back cold-formed channel beams. In this direction, at the primary stage, the roll-forming process of a channel section was simulated in ABAQUS environment and the accuracy of the result was verified with those existing experiments. Residual stresses and strains in both longitudinal and circumferential transverse direct
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6

Dhanens, F., G. Lagae, J. Rathé, and R. Van Impe. "Stresses in and buckling of unstiffened cylinders subjected to local axial loads." Journal of Constructional Steel Research 27, no. 1-3 (1993): 89–106. http://dx.doi.org/10.1016/0143-974x(93)90008-g.

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7

Eggert, R. J. "Design Variation Simulation of Thick-walled Cylinders." Journal of Mechanical Design 117, no. 2A (1995): 221–28. http://dx.doi.org/10.1115/1.2826126.

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Thick-walled cylinders exposed to high, static internal pressures may experience both elastic and plastic deformation. Primary design considerations include loads, geometry and material properties. However, variations in geometry and material properties due to conventional manufacturing processes, and variations of internal pressure due to actual usage patterns, propagate through the system resulting in off-design stresses and strains which may cause failure. These variations can be evaluated using probabilistic methods which are discussed in this paper. Von Mises-distortion energy yield theor
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8

Cheng, Weili, and Iain Finnie. "Measurement of Residual Hoop Stresses in Cylinders Using the Compliance Method." Journal of Engineering Materials and Technology 108, no. 2 (1986): 87–92. http://dx.doi.org/10.1115/1.3225864.

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A method is proposed for measurement of the hoop stress in an axisymmetric residual stress field in cylinders in which the axial stress is independent of the axial coordinate. The method involves measuring strains at the outside surface while an axial crack is cut progressively from the outside. Experimental results are presented for two short cylindrical rings cut from a long quenched cylinder. Good general agreement is obtained with X-ray and hole drilling measurements of residual stresses.
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9

Eremeev, Vadim V., and Leonid M. Zubov. "Buckling of a two-layered circular plate with a prestressed layer." Mathematics and Mechanics of Solids 22, no. 4 (2015): 773–81. http://dx.doi.org/10.1177/1081286515612527.

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Within the framework of nonlinear elasticity we analyze instability of a uniformly compressed circular two-layered plate with an initially compressed or stretched layer. For a constitutive relation of the material we use the incompressible neo-Hookean model. We assume that the lower layer is subjected to radial tension or compression. As a result in this layer there are initial strains and stresses. The two-layered plate is subjected to a uniform lateral compression. We study the stability of the plate with the use of the static Euler method. Within the method we determine loading parameters f
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10

Christoforou, A. P., and S. R. Swanson. "Strength Loss in Composite Cylinders Under Impact." Journal of Engineering Materials and Technology 110, no. 2 (1988): 180–84. http://dx.doi.org/10.1115/1.3226028.

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The problem of strength loss in composite structures due to impact appears to be important due to the sensitivity of advanced composites to these loadings. Although a number of studies have been carried out on impact of flat composite plates, relatively little work has been done on tubular geometries such as pressure vessels despite the usage in applications. We have addressed the problem of calculating strength loss due to low velocity, lateral impact of composite cylinders. In our model we use an existing Fourier Series expansion procedure to calculate ply stresses and strains, compare these
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Tesis sobre el tema "Buckling (Mechanics) Cylinders. Strains and stresses"

1

Huang, Haiying. "Single and multiple delamination behavior in composite plates." Diss., Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/12541.

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Dávila, Carlos G. "Delamination initiation in postbuckled dropped-ply laminates /." This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-07282008-134842/.

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Dávila, Carlos G. "Delamination initiation in postbuckled dropped-ply laminates." Diss., Virginia Tech, 1991. http://hdl.handle.net/10919/38915.

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Lao, Wai Keong. "Stress intensity factors for deep circumferential external surface cracks in hollow cylinders." Thesis, University of Macau, 2004. http://umaclib3.umac.mo/record=b1445132.

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Saadé, Katy. "Finite element modeling of shear in thin walled beams with a single warping function." Doctoral thesis, Universite Libre de Bruxelles, 2005. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/211043.

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The considerable progress in the research and development of thin-walled beam structures responds to their growing use in engineering construction and to their increased need for efficiency in strength and cost. The result is a structure that exhibits large shear strains and important non uniform warping under different loadings, such as non uniform torsion, shear bending and distortion.<p><p>A unified approach is formulated in this thesis for 3D thin walled beam structures with arbitrary profile geometries, loading cases and boundary conditions. A single warping function, defined by a linear
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6

Bardi, Francois C. "Plastic buckling and collapse of circular cylinders under axial compression." Thesis, 2006. http://hdl.handle.net/2152/2669.

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Bukusa, Gregoire Mulumba. "Lateral torsional instability of single channels restrained by angle cleats." Thesis, 2014. http://hdl.handle.net/10210/10811.

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M.Ing. (Civil Engineering)<br>Cold-formed steel lipped channels are among the most used sections, as framing members in the building construction industry, especially in residential, commercial and industrial buildings. In portal frame, when lipped channels are used as main frame members, they are usually restrained from the top flange through angle-cleat to prevent lateral-torsional buckling. This restraining system works together with an additional restrain system called fly-bracing. Drilling a bolt-hole or welding the angle cleat onto the flange of the main frame weakens its bearing length.
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Libros sobre el tema "Buckling (Mechanics) Cylinders. Strains and stresses"

1

Simitses, G. T. A finite element program for postbuckling calculations (PSTBKL). National Aeronautics and Space Administration, 1991.

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Actas de conferencias sobre el tema "Buckling (Mechanics) Cylinders. Strains and stresses"

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de Oliveira Cardoso, Carlos, Alvaro Maia da Costa, and Rafael Familiar Solano. "HP-HT Pipeline Cyclic Behavior Considering Soil Berms Effect." In 25th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/omae2006-92375.

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This article presents a numerical study for the Petrobras HP-HT pipeline P-53/PRA-1 that will be installed at Marlim Leste field in Campos Basin offshore Brazil. This pipeline will connect P-53 platform in deep-water (1031m) to an Autonomous Platform for Intermediate Pumping (PRA-1) in shallow water (100m). HP-HT pipelines resting on seabed can develop thermal buckling, which is an important concern for the pipeline structural integrity. The aim of this study is to verify the P-53/PRA-1 pipeline behavior during lateral buckling due to thermal cycles and pressure variations, using a new approac
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2

Cosham, Andrew, Kenneth A. Macdonald, Ian MacRae, and Malcolm Carr. "ECAs and Lateral Buckling." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95529.

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Abstract An engineering critical assessment (ECA) is commonly conducted during the design of an offshore pipeline in order to determine the tolerable size of flaws in the girth welds. API 579-1/ASME FFS-1 2016 and BS 7910:2013+A1:2015 Incorporating Corrigenda Nos. 1 and 2 give guidance on conducting fitness-for-service assessments of cracks and crack-like flaws. DNVGL-RP-F108, 2017 Assessment of flaws in pipeline and riser girth welds describes a methodology to satisfy the fracture and fatigue limit states in DNVGL-ST-F101, 2017 based on Option 2 with ductile tearing in BS 7910:2013. It requir
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3

Yang, Zhengmao, Kumar Shashi, and Jens P. Tronskar. "Influence of Localized Geometric Imperfections i.e. Buckles and Wrinkles on the Integrity of Pipelines." In ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57066.

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Pipelines are relied upon to transport hazardous liquids and gasses over long distances. A major threat to the integrity of pipelines is mechanical damage, caused by outside natural forces. According to the AGA report [1], 39% of offshore and 37.7% land based natural gas pipeline failures were caused by outside force. During the installation of offshore pipelines the pipe wall at the 6 o’clock position sees large compressive strain and local buckling may occur. Dents may also occur by impact onto hard objects such as the rollers on the stinger or rocks on the seabed and by anchor impact etc. T
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