| |  |  | Mechanics of Solids A Journal of Russian Academy of Sciences
 |  | Founded in January 1966
 Issued 6 times a year
 Print ISSN 0025-6544
 Online ISSN 1934-7936
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| Archive of Issues| Total articles in the database: |  | 13288 |  | In Russian (Èçâ. ÐÀÍ. ÌÒÒ): |  | 8164 
 |  | In English (Mech. Solids): |  | 5124 |  | 
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| << Previous article | Volume 60, Issue 1 / 2025 | Next article >> |  | P.A. Mossakovskii,  "Triaxial Loading of Thick-Walled Tubular and Solid Samples under Finite Deformations. Theory of the Experiment," Mech. Solids. 60 (1), 65-74 (2025) |  | Year | 2025 | Volume | 60 | Number | 1 | Pages | 65-74 |  | DOI | 10.1134/S0025654424605111 |  | Title | Triaxial Loading of Thick-Walled Tubular and Solid Samples under Finite Deformations. Theory of the Experiment |  | Author(s) | P.A. Mossakovskii (Institute of Mechanics of Lomonosov Moscow State University, Moscow, 119192 Russia, pavel_mossakovsky@mail.ru) |  | Abstract | The work is devoted to the theoretical study of the problem of identifying an inhomogeneous stress-strain state (SSS) in thick-walled tubular and solid samples loaded with axial force,
torque, external (and for tubes – and internal) pressure. Unlike standard tests with thin-walled tubes,
in this case it is possible to achieve significantly higher values of deformations before the loss of bearing
capacity of the samples. A well-known approach to solving this problem is the conditional tube
method, which requires two coordinated experiments on similar loading programs to identify the SSS.
The paper provides a theoretical justification for the conditional tube (and degenerate conditional
tube) method, taking into account the finite deformations in the sample. |  | Keywords | theory of experiment, triaxial loading, conditional tube method, finite strain, corotational tensor measures, constitutive equations |  | Received | 26 August 2024 | Revised | 20 September 2024 | Accepted | 21 September 2024 |  | Link to Fulltext |  |  | << Previous article | Volume 60, Issue 1 / 2025 | Next article >> |  |  | 
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