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Artículos de revistas 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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1

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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11

Garg, Manish, Dharmpal Deepak, and V. K. Gupta. "FE modeling of creep in linear and non-linear FGM cylinder under internal pressure." Multidiscipline Modeling in Materials and Structures 10, no. 1 (2014): 94–105. http://dx.doi.org/10.1108/mmms-10-2012-0016.

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Purpose – The purpose of this paper is to investigate creep in an internally pressurized thick-walled, closed ends cylinder made of functionally graded composite, having linear and non-linear distribution of reinforcement, using finite element (FE) analysis. Design/methodology/approach – FE-based Abaqus software is used to investigate creep behavior of a functionally graded cylinder. The cylinder is made of composite containing linear and non-linearly varying distributions of reinforcement along the radius. The creep behavior has been described by Norton's power law. The creep stresses and str

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12

Kollår, Låszló P. "Approximate Analysis of the Temperature Induced Stresses and Deformations of Composite Shells." Journal of Composite Materials 28, no. 5 (1994): 392–414. http://dx.doi.org/10.1177/002199839402800502.

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In this paper simple formulas are presented which can be used to estimate the response of composite plates and shells to hygrothermal loads. The layup of the shell can be arbitrary (i.e., it can be symmetric or unsymmetric, balanced or unbalanced). The formulas serve two purposes. First, they can be used to calculate directly the stresses, strains, and displacements caused by a temperature and a moisture gradient. Second, the formulas can be used to determine the“effective”thermal and moisture expansion coefficients which are the parameters needed in more accurate numerical (FEM) calculations.

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13

Moayedi, H., H. Aliakbarlou, M. Jebeli, et al. "Thermal Buckling Responses of a Graphene Reinforced Composite Micropanel Structure." International Journal of Applied Mechanics 12, no. 01 (2020): 2050010. http://dx.doi.org/10.1142/s1758825120500106.

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This is the first research on the thermal buckling analysis of graphene nanoplatelets reinforced composite (GPLRC) doubly curved open cylindrical micropanel in the framework of numerical-based two-dimensional generalized differential quadrature method (2D-GDQM). Additionally, the small-scale effects are analyzed based on nonlocal strain gradient theory (NSGT). The stresses and strains are obtained using the high-order shear deformable theory (HOSDT). The rule of mixture is employed to obtain varying thermal expansion, and Poisson’s ratio, while module of elasticity is computed by modified Halp

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14

Tsai, C. T., O. W. Dillon, and R. J. De Angelis. "Techniques to Predict Dislocation Generation During Growth of Silicon Ribbon." Journal of Engineering Materials and Technology 109, no. 3 (1987): 209–15. http://dx.doi.org/10.1115/1.3225965.

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This paper describes the numerical techniques that are used to predict stresses, strains, dislocation densities, and buckling during the growth of flat plate silicon. High quality silicon ribbon would be an ideal starting material for manufacturing solar cells for electrical power generation. The techniques developed are uniquely related to the material model that is used which is a generalization of the silicon model reported by Hassen in Germany, Sumino in Japan and their co-workers. The novelty of the model is that it accounts for a changing dislocation density and through this, the plastic

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15

Lee, J. H., and Y. Zhang. "A Finite-Element Work-Hardening Plasticity Model of the Uniaxial Compression and Subsequent Failure of Porous Cylinders Including Effects of Void Nucleation and Growth—Part I: Plastic Flow and Damage." Journal of Engineering Materials and Technology 116, no. 1 (1994): 69–79. http://dx.doi.org/10.1115/1.2904257.

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Gurson’s mixed hardening plasticity model (which takes into account the progressive damage due to void nucleation and growth of an initially dense material), with strain and stress-controlled nucleations, was used in a large deformation finite element program to study the plastic flow and damage in the uniaxial compression of cylinders under sticking friction. Effects of strain hardening, nucleation models, yield surface curvature, and geometry on the distributions and evolutions of stresses, strains, mean stress, void fractions, and coalescence are studied in detail. Using Gurson’s isotropic

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16

Moayedi, H., M. Habibi, H. Safarpour, M. Safarpour, and L. K. Foong. "Buckling and Frequency Responses of a Graphene Nanoplatelet Reinforced Composite Microdisk." International Journal of Applied Mechanics 11, no. 10 (2019): 1950102. http://dx.doi.org/10.1142/s1758825119501023.

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This is the first research on the vibration and buckling analysis of a graphene nanoplatelet composite (GPLRC) microdisk in the framework of a numerical based generalized differential quadrature method (GDQM). The stresses and strains are obtained using the higher-order shear deformable theory (HOSDT). Rule of the mixture is employed to obtain varying mass density, thermal expansion, and Poisson’s ratio, while the module of elasticity is computed by modified Halpin–Tsai model. Governing equations and boundary conditions of the GPLRC microdisk are obtained by implementing Extended Hamilton’s pr

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17

Suhir, E. "Stress Relief in Solder Joints Due to the Application of a Flex Circuit." Journal of Electronic Packaging 113, no. 3 (1991): 240–43. http://dx.doi.org/10.1115/1.2905401.

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A stress analysis model is developed to assess the stresses in solder joints caused by thermal contraction mismatch between a low expansion flex-circuit (FC) and a high expansion rigid substrate. It is shown that application of low expansion FCs can result in significant stress relief for solder joints. This is due to the fact that the force acting on a joint cannot exceed the buckling force for the adjacent portion of the FC. It is shown that the strains in solder joints interconnecting FCs to rigid substrates can be made very small, thereby resulting in a substantially longer fatigue life of

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18

Corum, J. M., and W. K. Sartory. "Assessment of Current High-Temperature Design Methodology Based on Structural Failure Tests." Journal of Pressure Vessel Technology 109, no. 2 (1987): 160–68. http://dx.doi.org/10.1115/1.3264890.

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A mature design methodology, consisting of inelastic analysis methods provided in U.S. Department of Energy guidelines and failure criteria contained in ASME Code Case N-47, exists in the United States for high-temperature reactor components. The objective of this paper is to assess the adequacy of that overall methodology by comparing predicted inelastic deformations and lifetimes with observed results from structural failure tests and from an actual service failure. Comparisons are presented for three structural cases: 1) nozzle-to-spherical shell specimens, emphasizing stresses at structura

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19

Noor, Ahmed K., and W. Scott Burton. "Three-Dimensional Solutions for the Free Vibrations and Buckling of Thermally Stressed Multilayered Angle-Ply Composite Plates." Journal of Applied Mechanics 59, no. 4 (1992): 868–77. http://dx.doi.org/10.1115/1.2894055.

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Analytic three-dimensional elasticity solutions are presented for the free vibration and buckling of thermally stressed, multilayered, angle-ply composite plates. Sensitivity derivatives are also evaluated and used to study the sensitivity of the vibration and buckling responses to variations in the different lamination and material parameters of the plate. The plates are assumed to have rectangular geometry and an antisymmetric lamination with respect to the middle plane. The temperature is assumed to be independent of the surface coordinates, but has an arbitrary symmetric variation through

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20

Lin, X. B., and R. A. Smith. "Stress intensity factors for semi-elliptical internal surface cracks in autofrettaged thick-walled cylinders." Journal of Strain Analysis for Engineering Design 32, no. 5 (1997): 351–63. http://dx.doi.org/10.1243/0309324971513472.

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Stress intensity factors for internal semi-elliptical surface cracks in autofrettaged cylinders with and without internal pressures applied are presented. The three-dimensional finite element based displacement method with the crack tip square-root singularity of stresses and strains simulated is used to evaluate the stress intensity factors along the crack front. Both allowing and disallowing the overlapping of crack faces are considered in this investigation, the latter being simulated by considering crack surface contact through a kind of interface element introduced into the cracked area.

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21

Rastgar-Agah, Mobin, Kaveh Laksari, Soroush Assari, and Kurosh Darvish. "Mechanical Instability of Aorta due to Intraluminal Pressure." International Journal of Applied Mechanics 08, no. 01 (2016): 1650002. http://dx.doi.org/10.1142/s1758825116500022.

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Dynamic mechanical instability in aorta due to intraluminal pressure may result in a buckling-type deformation and an increase in the pressure-induced tissue stresses and strains. The stability behavior of thoracic aorta was investigated with two boundary conditions that represented two extreme cases of in vivo constraints. The pinned–pinned boundary condition (PPBC) resulted in a decoupled system of equations while the equations for the clamped–clamped boundary condition (CCBC) were coupled. The stability regions around a physiological reference point were generated and the effects of variati

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22

Bekhadda, Ahmed, Ismail Bensaid, Abdelmadjid Cheikh, and Bachir Kerboua. "Static buckling and vibration analysis of continuously graded ceramic-metal beams using a refined higher order shear deformation theory." Multidiscipline Modeling in Materials and Structures 15, no. 6 (2019): 1152–69. http://dx.doi.org/10.1108/mmms-03-2019-0057.

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Purpose The purpose of this paper is to study the static buckling and free vibration of continuously graded ceramic-metal beams by employing a refined higher-order shear deformation, which is also the primary goal of this paper. Design/methodology/approach The proposed model is able to catch both the microstructural and shear deformation impacts without employing any shear correction factors, due to the realistic distribution of transverse shear stresses. The material properties are supposed to vary across the thickness direction in a graded form and are estimated by a power-law model. The equ

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23

Bouazza, Mokhtar, and Noureddine Benseddiq. "Analytical modeling for the thermoelastic buckling behavior of functionally graded rectangular plates using hyperbolic shear deformation theory under thermal loadings." Multidiscipline Modeling in Materials and Structures 11, no. 4 (2015): 558–78. http://dx.doi.org/10.1108/mmms-02-2015-0008.

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Purpose – The purpose of this paper is to investigate an analytical modeling for the thermoelastic buckling behavior of functionally graded (FG) rectangular plates (FGM) under thermal loadings. The material properties of FGM are assumed to vary continuously through the thickness of the plate, according to the simple power-law distribution. Derivations of equations are based on novel refined theory using a new hyperbolic shear deformation theory. Unlike other theories, there are only four unknown functions involved, as compared to five in other shear deformation theories. The theory presented i

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24

Karcher, Guido G., P. E. Monte Ward, and Gary P. Spoelstra. "Buckling of Cylindrical, Thin Wall, Trailer Truck Tanks and ASME Section XII." Journal of Pressure Vessel Technology 135, no. 4 (2013). http://dx.doi.org/10.1115/1.4024092.

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New hazmat (hazardous material) and nonhazmat transport tanks will be constructed to the rules of the ASME Code Section XII (ASME Boiler and Pressure Vessel Code, American Society of Mechanical Engineers, 3 Park Avenue, New York, NY 10016-5990). The criteria and basis to design these tanks have been questioned and a full scale buckling test has been performed to evaluate maximum allowable over-the-road loadings and required design details. This paper summarizes the results of this testing and provides comparisons with classical Code buckling criteria, Code Case 2286-2 (ASME Code Case 2286-2, C

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25

Sun, X. S., Y. Chen, V. B. C. Tan, R. K. Jaiman, and T. E. Tay. "Homogenization and Stress Analysis of Multilayered Composite Offshore Production Risers." Journal of Applied Mechanics 81, no. 3 (2013). http://dx.doi.org/10.1115/1.4024695.

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An approach for stress analysis of multilayered composite cylinders is proposed for the analysis of new composite risers used in deep-water oil production of offshore petroleum industries. Risers essentially comprise long cylindrical sections connected end-to-end. In the formulation, only stresses and strains that are continuous through the thickness of the multilayered composite risers are taken to be equal to reported solutions for homogenous orthotropic hollow cylinders using homogenized material properties. These stress and strain solutions are then used to calculate the remaining disconti

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26

Mutikainen, Risto, and Markku Orpana. "Silicon Surface Micromachined Structures for the Stress Measurement of Thin Films." MRS Proceedings 308 (1993). http://dx.doi.org/10.1557/proc-308-153.

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ABSTRACTThe realization of structures with silicon surface micromachining requires very low stresses of the structural elements. When low tensile film strains have been difficult to measure as no double-beam type structures susceptible for buckling at low tensile strains have been in use, a new “diamond beam” structure is proposed for the tensile-to-compressive strain conversion. The device performance is analysed as a strain gauge.The micromachined structures can also be used as substrates for deposited films. The formulation is presented for double beam as substrate for deposited film compre

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27

Bouzid, Abdel-Hakim, Hacène Touahri, and Khaled Benfriha. "Analytical Solution of Aluminum Alloy Plates with Holes Subjected to Cold Expansion with Reverse Yielding." Journal of Pressure Vessel Technology, January 5, 2021. http://dx.doi.org/10.1115/1.4049490.

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Abstract The expansion induced by cold working is a common process that generates residual stresses. It is used when fatigue damage accumulation and life reduction of aluminum alloy perforated plates is an issue in the aeronautics industry. This process is an attractive solution to extend the fatigue lifetime of these structures. It aims at generating residual stresses and increases thereby the strength of hollow parts including aluminum alloy plates with holes commonly used in the manufacture of airplane fuselage. Unfortunately, the life predictions require a good prediction of the residual s

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28

Faghih, Sasan, Hamid Jahed, and Seyed Behzad Behravesh. "Variable Material Properties Approach: A Review on Twenty Years of Progress." Journal of Pressure Vessel Technology 140, no. 5 (2018). http://dx.doi.org/10.1115/1.4039068.

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This paper provides a critical review of the advancements made in the application of the variable material properties (VMP) method over the past two decades. The VMP method was originally proposed in 1997 (Jahed and Dubey, 1997, ASME J. Pressure Vessel Technol., 119(3), pp. 264–273; Jahed et al., 1997, Int. J. Pressure Vessels Piping, 71(3), pp. 285–291) and further developed in 2001 (Parker, 2001, ASME J. Pressure Vessel Technol., 123(3), p. 271) as an elastoplastic method for the analysis of axisymmetric problems. The model was originally developed as a boundary value problem to predict the

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29

Carrera, E., A. Pagani, and R. Augello. "Large deflection and post-buckling of thin-walled structures by finite elements with node-dependent kinematics." Acta Mechanica, November 23, 2020. http://dx.doi.org/10.1007/s00707-020-02857-7.

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AbstractIn the framework of finite elements (FEs) applications, this paper proposes the use of the node-dependent kinematics (NDK) concept to the large deflection and post-buckling analysis of thin-walled metallic one-dimensional (1D) structures. Thin-walled structures could easily exhibit local phenomena which would require refinement of the kinematics in parts of them. This fact is particularly true whenever these thin structures undergo large deflection and post-buckling. FEs with kinematics uniform in each node could prove inappropriate or computationally expensive to solve these locally d

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30

Yuan, Zhangxian, and George A. Kardomateas. "Dynamic Stability of Sandwich Beams/Wide Plates Subjected to Axial Impulsive Loads." Journal of Applied Mechanics 88, no. 4 (2021). http://dx.doi.org/10.1115/1.4049223.

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Abstract This paper presents an analysis for the dynamic stability of sandwich beams/wide plates subjected to axial impulsive loads. The formulation and solution of the problem is done by use of the extended high-order sandwich panel theory (EHSAPT). With the initial geometric imperfection included, the equations of motion in terms of seven generalized displacements are derived. The dynamic response of sandwich panels subjected to three different types of impulsive loads, namely, step, linear decay, and triangular impulse, is studied. Furthermore, the effects of the oscillation mode number, fa

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