Parametric analysis of the stress-strain state for the unsupported and supported horizontal underground workings
An analysis of analytical and numerical approaches to the problem of determining the stress-strain state of underground workings has been carried out. A system of parametric analysis of the stress-strain state of unsupported and supported horizontal underground workings has been developed. This syst...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Széchenyi István University
2022-10-01
|
| Series: | Acta Technica Jaurinensis |
| Subjects: | |
| Online Access: | https://acta.sze.hu/index.php/acta/article/view/681 |
| _version_ | 1811300796962177024 |
|---|---|
| author | Oleksii Tiutkin Nataliia Bondarenko |
| author_facet | Oleksii Tiutkin Nataliia Bondarenko |
| author_sort | Oleksii Tiutkin |
| collection | DOAJ |
| description | An analysis of analytical and numerical approaches to the problem of determining the stress-strain state of underground workings has been carried out. A system of parametric analysis of the stress-strain state of unsupported and supported horizontal underground workings has been developed. This system proved that to determine the stress-strain state of horizontal unsupported workings of a certain diameter, it is enough to perform one numerical calculation of a finite-element model with unit parameters, and using simple analytical formulas, extrapolate the stress-strain state of this model to all possible cases of real workings. Finite element models of underground workings were developed to justify the author’s system. A method of parametric analysis of the strained state of a supported working by using models with equivalent bending stiffness has been developed and substantiated. On its basis, it is possible to perform a numerical analysis of a finite-element model with unit parameters of the frame, selecting the equivalent modulus of elasticity. |
| first_indexed | 2024-04-13T06:57:34Z |
| format | Article |
| id | doaj.art-283afa40ba984ee4bb25a66885ed6e6b |
| institution | Directory Open Access Journal |
| issn | 2064-5228 |
| language | English |
| last_indexed | 2024-04-13T06:57:34Z |
| publishDate | 2022-10-01 |
| publisher | Széchenyi István University |
| record_format | Article |
| series | Acta Technica Jaurinensis |
| spelling | doaj.art-283afa40ba984ee4bb25a66885ed6e6b2022-12-22T02:57:12ZengSzéchenyi István UniversityActa Technica Jaurinensis2064-52282022-10-0115419920610.14513/actatechjaur.00681609Parametric analysis of the stress-strain state for the unsupported and supported horizontal underground workingsOleksii Tiutkin0Nataliia Bondarenko1Department «Transport infrastructure», Ukrainian State University of Science and Technologies, Lazaryan Str., 2, Dnipro, 49010, UkraineDepartment «Transport infrastructure», Ukrainian State University of Science and Technologies, Lazaryan Str., 2, Dnipro, 49010, UkraineAn analysis of analytical and numerical approaches to the problem of determining the stress-strain state of underground workings has been carried out. A system of parametric analysis of the stress-strain state of unsupported and supported horizontal underground workings has been developed. This system proved that to determine the stress-strain state of horizontal unsupported workings of a certain diameter, it is enough to perform one numerical calculation of a finite-element model with unit parameters, and using simple analytical formulas, extrapolate the stress-strain state of this model to all possible cases of real workings. Finite element models of underground workings were developed to justify the author’s system. A method of parametric analysis of the strained state of a supported working by using models with equivalent bending stiffness has been developed and substantiated. On its basis, it is possible to perform a numerical analysis of a finite-element model with unit parameters of the frame, selecting the equivalent modulus of elasticity.https://acta.sze.hu/index.php/acta/article/view/681finite element modellinghorizontal underground workingparametric analysisrock massifstress-strain state |
| spellingShingle | Oleksii Tiutkin Nataliia Bondarenko Parametric analysis of the stress-strain state for the unsupported and supported horizontal underground workings Acta Technica Jaurinensis finite element modelling horizontal underground working parametric analysis rock massif stress-strain state |
| title | Parametric analysis of the stress-strain state for the unsupported and supported horizontal underground workings |
| title_full | Parametric analysis of the stress-strain state for the unsupported and supported horizontal underground workings |
| title_fullStr | Parametric analysis of the stress-strain state for the unsupported and supported horizontal underground workings |
| title_full_unstemmed | Parametric analysis of the stress-strain state for the unsupported and supported horizontal underground workings |
| title_short | Parametric analysis of the stress-strain state for the unsupported and supported horizontal underground workings |
| title_sort | parametric analysis of the stress strain state for the unsupported and supported horizontal underground workings |
| topic | finite element modelling horizontal underground working parametric analysis rock massif stress-strain state |
| url | https://acta.sze.hu/index.php/acta/article/view/681 |
| work_keys_str_mv | AT oleksiitiutkin parametricanalysisofthestressstrainstatefortheunsupportedandsupportedhorizontalundergroundworkings AT nataliiabondarenko parametricanalysisofthestressstrainstatefortheunsupportedandsupportedhorizontalundergroundworkings |