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2023 | Vol. 17, no 4 | 313--324
Tytuł artykułu

Bending Moment Control and Weight Optimization in Space Structures by Adding Extra Members in the Optimal locations

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Języki publikacji
EN
Abstrakty
EN
This paper investigates the reduction of bending moment in critical members by adding some extra members in the optimum location. Instead of enlarging the size of members to resist the moment, eight additional members are added in the optimum location to reduce the bending moment in the critical members. The total weight of the proposed structure with extra members is less than that of the original structure that resists the induced bending moment. Moreover, the location of the additional bars significantly reduces the nodal displacements. This paper investigates the effect of placing extra members on vertically and/or horizontally loaded egg-shaped single-layer frames. An egg-shaped structure is designed based on the maximum induced moment; in such frames, the bending moment is the dominant internal force. Then some extra members are suggested to be added to the structure to reduce the maximum bending moment to the lowest possible value; thus, the designed cross-sectional area is minimized. Furthermore, the optimized structure's total weight and shape deformation is less than the ordinary structure's. The study results show that the extra bars' location depends on the loadings' direction. Moreover, the weight of the horizontally loaded egg-shaped structure can be optimized by up to 28%. The results were verified by MATLAB and SAP2000 software.
Wydawca

Rocznik
Strony
313--324
Opis fizyczny
Bibliogr. 43 poz., fig., tab.
Twórcy
  • Faculty of Civil and Environmental Engineering, Gdansk University of Technology, Gdansk, Poland, ahmed.manguri@pg.edu.pl
  • Faculty of Civil and Environmental Engineering, Gdansk University of Technology, Gdansk, Poland, jankowr@pg.edu.pl
Bibliografia
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  • 14. Manguri, A., Saeed, N., and Haydar, B. Optimal Shape Refurbishment of Distorted Dome Structure with Safeguarding of Member Stress. in 7th International Engineering Conference “Research & Innovation amid Global Pandemic”(IEC). Erbil, Iraq, 2021 90-95. https://doi.org/10.1109/ IEC52205.2021.9476107
  • 15. Saeed, N., Manguri, A., and Al-Zahawi, S. Optimum Geometry and stress control of deformed double layer dome for gravity and lateral loads. In: 7th International Engineering Conference Research & Innovation amid Global Pandemic (IEC). Erbil, Iraq, 2021, 84-89. https://doi.org/10.1109/ IEC52205.2021.9476094
  • 16. Saeed, N., et al. Shape restoration of deformed egg-shaped single layer space frames. In: International Conference on Advanced Science and Engineering (ICOASE). Duhok, Kurdistan Region, Iraq, 2019, 220-225. http://dx.doi.org/10.1109/ ICOASE.2019.8723714
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  • 18. Kaveh, A., Optimal structural analysis. John Wiley & Sons, 2014.
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  • 24. Lewiński, T., et al., Topology optimization in structural mechanics. Bulletin of the Polish Academy of Sciences: Technical Sciences, 2013; (1).
  • 25. Nowak, M. and Boguszewski, A., Topology optimization without volume constraint–the new paradigm for lightweight design. Bulletin of the Polish Academy of Sciences: Technical Sciences, 2021.
  • 26. Manguri, A., et al., Optimum number of actuators to minimize the cross-sectional area of prestressable cable and truss structures. Structures, 2023; 47: 2501-2514. https://doi.org/10.1016/j. istruc.2022.12.031
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  • 28. Brütting, J., Senatore, G., and Fivet, C., MILP- based discrete sizing and topology optimization of truss structures: new formulation and benchmarking. Structural and Multidisciplinary Optimization, 2022; 65(10): 277. 10.1007/s00158-022-03325-7
  • 29. Carvalho, J.P., et al., Simultaneous sizing, shape, and layout optimization and automatic member grouping of dome structures. Structures, 2020; 28: 2188- 2202. https://doi.org/10.1016/j.istruc.2020.10.016
  • 30. Kaveh, A. and Ilchi Ghazaan, M., Optimal seismic design of 3D steel frames, in meta-heuristic algorithms for optimal design of real-size structures. 2018, Springer. p. 139-155.
  • 31. Kaveh, A. and Ilchi Ghazaan, M., Optimal Design of Dome-Shaped Trusses, in Meta-heuristic Algorithms for Optimal Design of Real-Size Structures. 2018, Springer. p. 101-122.
  • 32. Mojtabaei, S.M., Becque, J., and Hajirasouliha, I., Structural size optimization of single and built-up cold-formed steel beam-column members. Journal of Structural Engineering, 2021; 147(4).
  • 33. Peng, B., et al., Cost-based optimization of steel frame member sizing and connection type using dimension increasing search. Optimization Engineering Structures, 2022; 23(3): 1525-1558. https://doi. org/10.1007/s11081-021-09665-5
  • 34. Krishna, M. and Arunakanthi, D.E., Optimum location of different shapes of shear walls in unsymmetrical high rise buildings. International Journal of Engineering Research Technology, 2014; 3(9): 1099-1106.
  • 35. Al-Askari, A.N.A. and Rao, N.R., Study on the optimum location and type of shear wall in u-shape building under different types of soils. International Journal of Scientific Engineering and Technology Research, 2014.
  • 36. Alhorani, R.A., Mathematical models for the optimal design of I-and H-shaped crane bridge girders. Asian ournal of Civil Engineering, 2020; 21(4): 707-722. https://doi.org/10.1007/s42107-020-00232-4
  • 37. Jha, B.K. and Bhanja, S., Optimum design of reinforced concrete sections in flexure and shortcomings of prescriptive method of design. Asian Journal of Civil Engineering, 2021; 22(4): 769-787. https:// doi.org/10.1007/s42107-020-00346-9
  • 38. Shahrouzi, M. and Farah-Abadi, H., Optimal seismic design of steel moment frames by un-damped multi-objective vibrating particles system. Asian Journal of Civil Engineering, 2018; 19(7): 877-891. https://doi.org/10.1007/s42107-018-0070-z
  • 39. Yuan, S. and Jing, W., Optimal Shape Adjustment of Large High-Precision Cable Network Structures. AIAA Journal, 2021; 59(4): 1441-1456. https://doi. org/10.2514/1.J059989
  • 40. Saeed, N.M., Manguri, A.A.H., and Adabar, A.M., Shape and force control of cable structures with minimal actuators and actuation. International Journal of Space Structures, 2021; 36(3): 241-248. https://doi.org/10.1177/09560599211045851
  • 41. Saeed, N.M., et al., Static Shape and Stress Control of Trusses with Optimum Time, Actuators and Actuation. International Journal of Civil Engineering, 2023; 21(3): 379-390. http://dx.doi.org/10.1007/ s40999-022-00784-3
  • 42. Saeed, N., et al., Using Minimum Actuators to Control Shape and Stress of a Double Layer Spherical Model Under Gravity and Lateral Loadings. Advances in Science and Technology Research Journal, 2022; 16(6): 1-13. 10.12913/22998624/155214
  • 43. Manguri, A., et al., Buckling and shape control of prestressable trusses using optimum number of actuators. Scientific Reports, 2023; 13(1): 3838. http:// dx.doi.org/10.1038/s41598-023-30274-y
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
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Identyfikator YADDA
bwmeta1.element.baztech-746725f6-cb6e-457d-800b-968268d29479
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