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Relevant bibliographies by topics / Non conservative loads

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Journal articles

Academic literature on the topic 'Non conservative loads'

Author: Grafiati

Published: 21 July 2023

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Journal articles on the topic "Non conservative loads"

1

Luongo, A., and F. D'Annibale. "Double zero bifurcation of non-linear viscoelastic beams under conservative and non-conservative loads." International Journal of Non-Linear Mechanics 55 (October 2013): 128–39. http://dx.doi.org/10.1016/j.ijnonlinmec.2013.05.007.

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2

Glabisz, W. "Stability of non-prismatic rods subjected to non-conservative loads." Computers & Structures 46, no. 3 (1993): 479–86. http://dx.doi.org/10.1016/0045-7949(93)90217-2.

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3

Kim, Min-Geun, Bonyong Koo, You-Sung Han, and Minho Yoon. "Asymmetric Design Sensitivity and Isogeometric Shape Optimization Subject to Deformation-Dependent Loads." Symmetry 13, no. 12 (2021): 2373. http://dx.doi.org/10.3390/sym13122373.

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We present a design sensitivity analysis and isogeometric shape optimization with path-dependent loads belonging to non-conservative loads under the assumption of elastic bodies. Path-dependent loads are sometimes expressed as the follower forces, and these loads have characteristics that depend not only on the design area of the structure but also on the deformation. When such a deformation-dependent load is considered, an asymmetric load stiffness matrix (tangential operator) in the response region appears. In this paper, the load stiffness matrix is derived by linearizing the non-linear non

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4

Adela Mejia-Nava, Rosa, Ismar Imamovic, Emina Hajdo, and Adnan Ibrahimbegovic. "Nonlinear instability problem for geometrically exact beam under conservative and non-conservative loads." Engineering Structures 265 (August 2022): 114446. http://dx.doi.org/10.1016/j.engstruct.2022.114446.

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5

Sasaki, M., and S. Chonan. "Vibration and stability of elasticity supported circular plates under conservative and non-conservative loads." Journal of Sound and Vibration 103, no. 1 (1985): 99–108. http://dx.doi.org/10.1016/0022-460x(85)90249-4.

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6

Guo, X. X. "Vibration Characteristics of the Non-Conservative Thermoelastic Coupling Plate." Applied Mechanics and Materials 66-68 (July 2011): 551–56. http://dx.doi.org/10.4028/www.scientific.net/amm.66-68.551.

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The vibration characteristics of the thermoelastic coupling rectangular plate under the action of uniformly distributed tangential follower force are investigated. The coupled thermoelastic differential equation of the plate under the action of uniformly distributed tangential follower force was derived. Dimensionless complex frequencies of the thermoelastic coupling rectangular plate with one edge clamped and other three edges simply supported, two opposite edges simply supported and other two edges clamped were calculated by the differential quadrature method. The effects of the dimensionles

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7

Chonan, S., and M. Sasaki. "Vibration and stability of elastically supported multi-span beams under conservative and non-conservative loads." Journal of Sound and Vibration 99, no. 4 (1985): 545–56. http://dx.doi.org/10.1016/0022-460x(85)90539-5.

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8

Radin, V. P., V. P. Chirkov, E. V. Poznyak, and O. V. Novikova. "Stability of a rod with the elastic joint exposed to distributed non-conservative load." Proceedings of Higher Educational Institutions. Маchine Building, no. 5 (758) (May 2023): 3–13. http://dx.doi.org/10.18698/0536-1044-2023-5-3-13.

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Numerous features of non-conservative mechanical systems identified in studying their stability determine significant theoretical and practical interest to analyze various options of the calculation schemes. The paper considers stability of a rectilinear rod connected at one end to a joint and loaded with follower and potential loads uniformly distributed along the rod length. The joint was rigid with respect to rotation of the rod end. In order to apply the method of expanding solution to the perturbed motion equation into a series in terms of eigenmodes, the problem of determining the system

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9

Mpimpas, H., P. Anagnostopoulos, and J. Ganoulis. "Uncertainty of model parameters in stream pollution using fuzzy arithmetic." Journal of Hydroinformatics 10, no. 3 (2008): 189–200. http://dx.doi.org/10.2166/hydro.2008.037.

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Fuzzy arithmetic is employed for the analysis of uncertainties in water-stream pollution, when the various model parameters involved are imprecise. The one-dimensional advection–dispersion equation, for both a conservative and a non-conservative substance, was solved analytically for point and Gaussian-hill input loads of pollution, considering the dispersion and decay coefficients involved as fuzzy numbers. The solution of the advection–dispersion equation was also conducted numerically for the same input loads with the finite-difference method, employing a Lagrangian–Eulerian scheme. The goo

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10

Oliveira, D. C., R. B. Gomes, and G. S. Melo. "Punching shear in reinforced concrete flat slabs with hole adjacent to the column and moment transfer." Revista IBRACON de Estruturas e Materiais 7, no. 3 (2014): 414–67. http://dx.doi.org/10.1590/s1983-41952014000300006.

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The structural behavior and the ultimate punching shear resistance of internal reinforced concrete flat slab-column connections, with one hole adjacent to the column, with or without flexural moment transfer of the slab to the column was investigated. Main variables were: the existence whether or not hole, flexural reinforcement layout and ratio, the direction and sense of the moment transferred and the eccentricity of the load (M (moment transferred to column) / V (shear)) ratio at the connection - 0,50 m or 0,25 m. Seven internal slab-column joining were tested and ultimate loads, cracking,

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