Size, shape and layout optimization of mono-mast guyed transmission line towers

被引:0
作者
Gabriel Padilha Alves
Alexandre Deichmann
Leandro Fleck Fadel Miguel
Rafael Holdorf Lopez
Victor Vieira Belafonte Barros
机构
[1] Federal University of Santa Catarina,Center for Optimization and Reliability (CORE), Department of Civil Engineering
来源
Structural and Multidisciplinary Optimization | 2022年 / 65卷
关键词
Transmission line towers; Guyed towers; Optimization; Nonlinear analysis;
D O I
暂无
中图分类号
学科分类号
摘要
Guyed lattice transmission line towers (TLTs) have been often used in transmission lines (TL) because they are light and easily adapted to flat terrains. Even so, a comprehensive literature review reveals that optimization studies on guyed structures are still incipient, with the few reported works emphasizing telecommunication masts. Unlike the latter, guyed TLTs must withstand asymmetric longitudinal loads scenarios originating from the conductors’ cables and ground wires, generating important torsion effects. Then, significant errors appear when equivalent linear models are adopted due to the nonuniform stayed cables’ loosening. Furthermore, it also leads to a much harder convergence of the nonlinear structural solution. Thus, this paper presents a novel approach for the simultaneous size, shape, and layout optimization of mono-mast guyed TLTs. The proposed framework integrates a proper layout optimization scheme for handling the staggered bracing configuration (typically found in lattice masts), an adaptive control strategy in both predictor and corrector stages to efficiently solve the nonlinear solution, and a parallel computing procedure. In addition to the tower size/shape/layout, the diameter and slope of the stayed cables are also taken as design variables. The optimization is performed using the Backtracking Search Algorithm (BSA) due to its flexibility to deal with discrete or mixed (discrete-continuous) variables present in the problem. The numerical procedure is assessed in two real-world guyed TLTs, and the final results reached saving costs up to 8.16% when compared to its original design.
引用
收藏
相关论文
共 83 条
[1]  
Albermani F(1997)Design verification of guyed transmission tower using nonlinear analysis Int J Space Struct 12 42-50
[2]  
Albermani F(1992)Nonlinear analysis of transmission towers Eng Struct 14 139-151
[3]  
Kitipornchai S(2013)Optimization of tall guyed masts using genetic algorithms Eng Struct 56 239-245
[4]  
Belevičius R(2013)Some insights on the optimal schemes of tall guyed masts J Civil Eng Manag 19 749-758
[5]  
Jatulis D(1993)Guyed structures for transmission lines Eng Struct 15 289-302
[6]  
Šešok D(2013)Backtracking search optimization algorithm for numerical optimization problems Appl Math Comput 219 8121-8144
[7]  
Belevičius R(1922)Rules for rivet hole deductions in tension members Eng News-Record 89 847-848
[8]  
Jatulis D(2016)Structural optimization of lattice steel transmission towers Eng Struct 117 274-286
[9]  
Šešok D(2020)Computer software for analysis and design optimization of power transmission structures by simulated annealing and sensitivity analysis Eng Comput 37 3649-63
[10]  
Brian White H(1981)A fast incremental/iterative solution procedure that handles “snap-through” Comput Struct 13 55-62