2021
DOI: 10.1051/e3sconf/202126401040
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Quasistatic elastic-plastic loading and unloading of rods with coulomb dry friction

Abstract: Loading of elastic-plastic rods with account on Prandtl’s scheme is considered in the paper, and nonlinear interactions are taken into account under the law of Coulomb friction. Exact analytical solutions of quasi-stationary problems of interaction of elastic-plastic rod and undeformable media surrounding it are given.

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Cited by 3 publications
(4 citation statements)
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“…6. Changes in the wave parameters in time and coordinate practically coincide with the results of problems with friction (4)- (5). Fig.…”
Section: The Case Of Friction Of the Kelvin-voigt Typesupporting
confidence: 77%
See 1 more Smart Citation
“…6. Changes in the wave parameters in time and coordinate practically coincide with the results of problems with friction (4)- (5). Fig.…”
Section: The Case Of Friction Of the Kelvin-voigt Typesupporting
confidence: 77%
“…the forces acting on the outer surface of an extended body are included in the equations of motion [1][2][3][4]. Many problems [5][6][7][8][9], applied in the field of seismic resistance of underground pipelines, were solved in this formulation, with various types of external frictions.…”
Section: Introductionmentioning
confidence: 99%
“…Thus, the solution to the systems of equations ( 1)-( 4) is required with the corresponding initial (5) and boundary ( 6), (7) conditions. When solving by the difference method, it is convenient to take a finite difference scheme [20] using a quadrangular grid.…”
Section: Statement Of the Problemmentioning
confidence: 99%
“…There is only a limited range of problems solved analytically, that take into account the elasticplastic properties of soils. In some cases, this is achieved by setting specific boundary conditions [5][6][7], in other cases, by considering some idealized cases of deformation [8][9][10]. This does not detract from the merits of analytical methods of solution but focuses on the need to use a numerical method.…”
Section: Introductionmentioning
confidence: 99%