Analysis of the effect of horizontal ties on the deformability of the bottom of the floating pool
| Назва | Analysis of the effect of horizontal ties on the deformability of the bottom of the floating pool |
| Назва англійською | Analysis of the effect of horizontal ties on the deformability of the bottom of the floating pool |
| Автори | Mykhailo Hud, Nataliya Chornomaz, Viktoriia Ihnatieva, Ihor Koval |
| Принадлежність | Ternopil Ivan Puluj National Technical University, Ternopil, Ukraine |
| Бібліографічний опис | Analysis of the effect of horizontal ties on the deformability of the bottom of the floating pool / Mykhailo Hud, Nataliya Chornomaz, Viktoriia Ihnatieva, Ihor Koval // Scientific Journal of TNTU. — Tern.: TNTU, 2022. — Vol 106. — No 2. — P. 133–137. |
| Bibliographic description: | Hud M., Chornomaz N., Ihnatieva V., Koval I. (2022) Analysis of the effect of horizontal ties on the deformability of the bottom of the floating pool. Scientific Journal of TNTU (Tern.), vol 106, no 2, pp. 133–137. |
| DOI: | https://doi.org/10.33108/visnyk_tntu2022.02.133 |
| УДК | 621.77 |
| Ключові слова | floating pool, horizontal ties, deflections. |
The paper analyzes the effect of the location of horizontal ties on the deformability of the bottom of the floating pool. The bottom of the pool is a spatial structure, which is made up of trusses connected between the goiter with the help of spacers and ties (elms). The shape and dimensions of the cross-sections for the racks, braces and girders of the trusses have been determined. Two schemes for placement of horizontal ties are proposed. Using the finite element method based on a computer simulation experiment, the influence of the location of horizontal ties on the deformability of the pool bottom was investigated. Numerical values of deflections were calculated for different schemes of arrangement of elms. The optimal layout of connections, which ensures minimal deflections of the bottom, has been identified. The nature and features of the deformation of the bottom of the pool with two schemes for the location of the elms were determined. | |
| ISSN: | 2522-4433 |
| Перелік літератури |
1. Kovalchuk Y. O., Shynhera N. Y. (2016) Computer modeling of the stresses in welded truss. Scientific Journal of TNTU (Tern.). Vol. 82. No 2. P. 44–48. [In English].
2. Kovalchuk Y., Shynhera N., Basara M. (2017) Konstruiuvannia vuzliv zvarnykh ferm iz vykorystanniam PK ANSYS [Construction of welded truss nods using ansys software complex]. Scientific Journal of TNTU (Tern.). Vol. 85. No 1. P. 47–52. [In Ukrainian].
3. Pidgurskyi I., Slobodian V., Bykiv D., Pidgurskyi M. Investigation of the stress-strain state of beams with different types of web perforation. Scientific Journal of TNTU. Tern.: TNTU. 2021. Vol. 103. No. 3. P. 79–87.
4. Yasniy P. V., Kovalchuk Ya. O., Shynhera N. Ya., Rybachok O. I. Veruficatsiya resultativ modelyuvannya napruzheno-deformovanoho stany zvarnouyi fermy. Mehanika i fizyka ruynuvannay budivelnyh materialiv ta konstruktsiy: zb. nauk. statei; za zag. red. Luchka Y. Y. Lviv: Kameniar, 2014. Vyp. 10. P. 461−471.
5. Pidgurskyi M. I., Pidgurskyi I. M. Design of metal structures. Steel frame of a one-story industrial building. Theoretical basis of design with calculation examples. Ternopil: FOP Palyanitsa V. M., 2021. 236 p.
6. Hud, Mykhailo, et al. “Study of the joint work of the foundations and the spatial tower under the action of dynamic loads.” Procedia Structural Integrity. 36 (2022): 87–91. |
| References: |
1. Kovalchuk Y. O., Shynhera N. Y. (2016) Computer modeling of the stresses in welded truss. Scientific Journal of TNTU (Tern.). Vol. 82. No 2. P. 44–48. [In English].
2. Kovalchuk Y., Shynhera N., Basara M. (2017) Konstruiuvannia vuzliv zvarnykh ferm iz vykorystanniam PK ANSYS [Construction of welded truss nods using ansys software complex]. Scientific Journal of TNTU (Tern.). Vol. 85. No 1. P. 47–52. [In Ukrainian].
3. Pidgurskyi I., Slobodian V., Bykiv D., Pidgurskyi M. Investigation of the stress-strain state of beams with different types of web perforation. Scientific Journal of TNTU. Tern.: TNTU. 2021. Vol. 103. No. 3. P. 79–87.
4. Yasniy P. V., Kovalchuk Ya. O., Shynhera N. Ya., Rybachok O. I. Veruficatsiya resultativ modelyuvannya napruzheno-deformovanoho stany zvarnouyi fermy. Mehanika i fizyka ruynuvannay budivelnyh materialiv ta konstruktsiy: zb. nauk. statei; za zag. red. Luchka Y. Y. Lviv: Kameniar, 2014. Vyp. 10. P. 461−471.
5. Pidgurskyi M. I., Pidgurskyi I. M. Design of metal structures. Steel frame of a one-story industrial building. Theoretical basis of design with calculation examples. Ternopil: FOP Palyanitsa V. M., 2021. 236 p.
6. Hud, Mykhailo, et al. “Study of the joint work of the foundations and the spatial tower under the action of dynamic loads.” Procedia Structural Integrity. 36 (2022): 87–91. |
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