RESEARCH ON MECHANICAL PROPERTIES OF COMPOSITE CROSS ARMS IN HIGH-VOLTAGE TRANSMISSION LINES
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摘要: 针对500 kV线路和220 kV线路采用玻璃纤维增强复合材料制造的复合横担开展受力性能研究,进行不同荷载工况下两类复合横担的静力试验和数值分析,考察承载和变形性能,分析极限承载能力。研究结果表明:各试验工况下复合横担整体稳定,连接可靠;各应变或位移测点的有限元曲线与试验曲线比较吻合且基本呈线性关系;各测点的残余应变或位移在卸载后均较小;两类复合横担整体均处于弹性工作阶段且均具有一定安全储备,500 kV线路和220 kV线路复合横担的极限承载为各自最不利工况下设计荷载的2.9倍和1.7倍。
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关键词:
- 高压输电线路 /
- 玻璃纤维增强复合材料 /
- 横担 /
- 静力试验 /
- 有限元
Abstract: The mechanical properties of composite cross arms made of glass fiber reinforced polymer for 500 kV and 220 kV transmission line were studied. Static test and numerical analysis of two types of composite cross arms under different load conditions were conducted. The bearing capacity and deformation performance of the test models were investigated. The ultimate bearing capacity of composite cross arms was also analyzed. It was revealed that the composite cross arms were globally stable and connections were safe under all experimental load conditions. The numerically and experimentally obtained strain and deformation curves were in good agreement with each other. Meanwhile, the residual strain or deformation of each measured point was negligible after unloading. It was also shown that the composite cross arms were in the elastic working stage and exhibited a satisfactory safety reserve. The ultimate bearing capacity of composite cross arms for 500 kV and 220 kV transmission line were 2.9 times and 1.7 times of design load under the least favorable load condition respectively. -
BAKIS C E, BANK L C, BROWN V, et al. Fiber-Reinforced Polymer Composites for Construction:State-of-the-Art Review[J]. Journal of Composites for Construction, 2002, 6(2):73-87. 叶列平,冯鹏.FRP在工程结构中的应用与发展[J].土木工程学报,2006,39(3):24-36. DAVIDSON J W. Composite Utility Poles Crossarms[C]//Proceedings of the Conference:Electrical Transmission in a New Age. Omaha:American Society of Civil Engineers, 2002:200-209. 胡毅,刘庭,刘凯,等.110 kV输电线路复合材料杆塔特性试验研究[J].高电压技术,2011,37(4):801-808. ALIPOUR H J, AMINNEJAD S, JAZAERI M. Decreasing the Right of Way of Transmission Lines by Using Towers with Polymer Insulation Arms[C]//2007 International Conference on Power Engineering, Energy and Electrical Drives.[s.l.]:IEEE, 2007:571-576. GOFFINET J F, GUTMAN I, SIDENVALL P. Innovative Insulated Cross-Arm:Requirements, Testing and Construction[C]//201712th International Conference on Live Maintenance.[s.l.]:IEEE, 2017:1-7. 黄凤华,张大长,李布辉,等.±1100 kV特高压直流输电线铁塔风致响应及风振系数研究[J].钢结构,2017,32(7):49-53. 赵建,叶震,余亮,等.±1100 kV特高压长悬臂输电铁塔风振特性研究[J].工业建筑,2019,49(4):8-14. 张媛,喻新强,李峰,等.用于交流特高压工程的GFRP横担塔关键技术研究[J].高电压技术,2018,44(7):2402-2409. 林士凯,程晓燕,熊亮,等.玻璃纤维增强复合材料输电桁架塔结构静力性能试验研究[J].工业建筑,2015,45(6):165-168. 马辉,刘云贺,王振山,等.FRP复合材料横担体系空间受力性能足尺试验研究[J].建筑结构,2016,46(4):68-73. DUMORA D, FELDMANN D, GAUDRY M. Mechanical Behavior of Flexurally Stressed Composite Insulators[J]. IEEE Transactions on Power Delivery, 1990, 5(2):1066-1073. 王建涛,孙清,王虎长,等.玻璃钢纤维复合材料横担高周疲劳性能[J].建筑材料学报,2018,21(3):440-445. 中华人民共和国住房和城乡建设部.110 kV~750 kV架空输电线路设计规范:GB 50545-2010[S].北京:中国计划出版社,2010. 国家能源局.架空输电线路杆塔结构设计技术规定:DL/T 5154-2012[S].北京:中国计划出版社,2012. 中国国家标准化管理委员会.纤维增强塑料压缩性能试验方法:GB/T 1448-2005[S].北京:中国标准出版社,2005. 中国国家标准化管理委员会.拉挤玻璃纤维增强塑料杆力学性能试验方法:GB/T 13096-2008[S].北京:中国标准出版社,2008. LEE S W R, SUN C T. Dynamic Penetration of Graphite/Epoxy Laminates Impacted by a Blunt-Ended Projectile[J]. Composites Science and Technology, 1993, 49(4):369-380. 符永康.轴心受力纤维增强复合材料压杆的性能研究[D].南京:南京理工大学,2017:35. 郭宏超,刘云贺,王振山,等.复合材料胶栓混接节点疲劳性能试验研究[J].工业建筑,2015,45(6):31-36.
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