Optimization of the parameters of truss beams with two posts
Based on the theoretical results obtained in the article [17], here the analysis of the influence of various design parameters on the own weight and cost of metal of truss beams with two posts is carried out. An optimal parameter has been obtained that makes it possible to reduce the calculated bend...
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| Format: | Article |
| Language: | Russian |
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Dagestan State Technical University
2021-11-01
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| Series: | Вестник Дагестанского государственного технического университета: Технические науки |
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| Online Access: | https://vestnik.dgtu.ru/jour/article/view/974 |
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| _version_ | 1849691450337394688 |
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| author | A. K. Yusupov H. M. Musеlеmov, T. O. Ustarhanov |
| author_facet | A. K. Yusupov H. M. Musеlеmov, T. O. Ustarhanov |
| author_sort | A. K. Yusupov |
| collection | DOAJ |
| description | Based on the theoretical results obtained in the article [17], here the analysis of the influence of various design parameters on the own weight and cost of metal of truss beams with two posts is carried out. An optimal parameter has been obtained that makes it possible to reduce the calculated bending moment in the cross section of a truss beam with two struts.Method. By equalizing the bending moments in various design sections of the truss beam, the internal force factors are reduced. The corresponding equation for optimizing the parameters of the beam has been drawn up and a formula has been obtained to determine the optimal parameter of the structure as a whole.Result. Using the example of numerical calculations, a decrease in the calculated bending moment by 14% compared to truss beams without optimization is shown.Conclusion. The proposed method and algorithm testify to the efficiency and rationality of the obtained optimal parameter of the structure as a whole. |
| format | Article |
| id | doaj-art-051995c45dea42f68991bd52e16e36ff |
| institution | DOAJ |
| issn | 2073-6185 2542-095X |
| language | Russian |
| publishDate | 2021-11-01 |
| publisher | Dagestan State Technical University |
| record_format | Article |
| series | Вестник Дагестанского государственного технического университета: Технические науки |
| spelling | doaj-art-051995c45dea42f68991bd52e16e36ff2025-08-20T03:21:02ZrusDagestan State Technical UniversityВестник Дагестанского государственного технического университета: Технические науки2073-61852542-095X2021-11-0148311713210.21822/2073-6185-2021-48-3-117-132655Optimization of the parameters of truss beams with two postsA. K. Yusupov0H. M. Musеlеmov,1T. O. Ustarhanov2Daghestan State Technical UniversityDaghestan State Technical UniversityDaghestan State Technical UniversityBased on the theoretical results obtained in the article [17], here the analysis of the influence of various design parameters on the own weight and cost of metal of truss beams with two posts is carried out. An optimal parameter has been obtained that makes it possible to reduce the calculated bending moment in the cross section of a truss beam with two struts.Method. By equalizing the bending moments in various design sections of the truss beam, the internal force factors are reduced. The corresponding equation for optimizing the parameters of the beam has been drawn up and a formula has been obtained to determine the optimal parameter of the structure as a whole.Result. Using the example of numerical calculations, a decrease in the calculated bending moment by 14% compared to truss beams without optimization is shown.Conclusion. The proposed method and algorithm testify to the efficiency and rationality of the obtained optimal parameter of the structure as a whole.https://vestnik.dgtu.ru/jour/article/view/974truss beamelastic-yielding supportoptimal parametersalgorithmdifferential equationsbending moment |
| spellingShingle | A. K. Yusupov H. M. Musеlеmov, T. O. Ustarhanov Optimization of the parameters of truss beams with two posts Вестник Дагестанского государственного технического университета: Технические науки truss beam elastic-yielding support optimal parameters algorithm differential equations bending moment |
| title | Optimization of the parameters of truss beams with two posts |
| title_full | Optimization of the parameters of truss beams with two posts |
| title_fullStr | Optimization of the parameters of truss beams with two posts |
| title_full_unstemmed | Optimization of the parameters of truss beams with two posts |
| title_short | Optimization of the parameters of truss beams with two posts |
| title_sort | optimization of the parameters of truss beams with two posts |
| topic | truss beam elastic-yielding support optimal parameters algorithm differential equations bending moment |
| url | https://vestnik.dgtu.ru/jour/article/view/974 |
| work_keys_str_mv | AT akyusupov optimizationoftheparametersoftrussbeamswithtwoposts AT hmmuselemov optimizationoftheparametersoftrussbeamswithtwoposts AT toustarhanov optimizationoftheparametersoftrussbeamswithtwoposts |