Aseismic performance tests and numerical simulation of substation insulators
WU Xingxia1,2, ZHENG Shansuo1,2, LIU Xiaohang1,2, YANG Feng3, LI Yongming1
Author information+
1.School of Civil Engineering, Xi’an University of Architecture and & Technology, Xi’an 710055, China;
2.MOE Key Lab of Structural Engineering and Earthquake Resistance, Xi’an University of Architecture and & Technology, Xi’an 710055, China;
3.China Qiyuan Engineering Design & Research Institute Co., Ltd., Xi’an 710055, China
As one of the important basic facility in substation, the seismic performance of substation insulators directly affects the seismic reliability of substation system. Using quasi-static loading test, the aseismic performance of substation insulators is discussed from three aspects: height, axial pressure ratio and number of insulators assembled. Bearing capacity, deformation capacity, hysteresis curve, and energy dissipation capacity are analyzed based on the above parameters. The test results show that all insulator specimens undergo bending failure after quasi-static loading test. The bearing capacity and energy dissipation capacity of the specimens gradually deteriorate with the increase of the height of the specimens. As the number of insulators decreases, The peak bearing capacity and energy consuming capacity of each insulator decreases as the number of insulators increases. Finally, a refined finite element model is established based on experiments and its reliability is verified, which lays a foundation for subsequent seismic analysis of power system.
WU Xingxia1,2, ZHENG Shansuo1,2, LIU Xiaohang1,2, YANG Feng3, LI Yongming1.
Aseismic performance tests and numerical simulation of substation insulators[J]. Journal of Vibration and Shock, 2023, 42(5): 83-91
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
参考文献
[1] 潘毅,陈建,安仁兵,易督航.山地古建筑木结构抗震性能研究评述[J].土木与环境工程学报(中英文):1-13[2021-08-09].
Pan Yi, Chen Jian, an Renbing, Yi Duhang. Review on seismic performance of wooden structures of ancient mountain buildings [J]. Journal of civil and Environmental Engineering (Chinese and English): 1-13 [2021-08-09] (in Chinese).
[2] 于永清,李光范,等.四川电网汶川地震电力设施受灾调研分析[J].电网技术,2008,32(11):T1-T6.
Yu Yongqing, Li Guangfang, et al. Investigation and analysis of Wenchuan earthquake-stricken power facilities in Sichuan Power Grid [J]. Power Grid Technology, 2008, 32(11): T1-T6. (in Chinese).
[3] Moustafa M A, Mosalam K M. Structural Performance of Porcelain and Polymer Post Insulators in High Voltage Electrical Switches. vv2016;30(5): 0401-6002
[4] Cao Wang, Kuirui Feng. Seismic performance assessment of electric power systems subjected to spatially correlated earthquake excitations. Structure and Infrastructure Engineering 2019;15(3):351-361.
[5] ARMANDO AM. A probabilistic approach for seismic risk assessment based on vulnerability functions. Application to Barcelona. Bulletin of Earthquake Engineering 2019,17:1863–1890.
[6] Kevin M, Bozidar S. Probabilistic seismic demand model for Califomia highway bridges [J]. Bridge Engineering, 2001, 6(6) :468-481.
[7] 谢强,梁黄彬.变电站系统的抗震韧性评估框架[J]. 中国电机工程学报, 1-12[2020-12-16].
Xie Qiang, Liang Huangbin. Framework for aseismatic toughness evaluation of substation systems [J]. China Journal of Electrical Engineering, 1-12[2020-12-16]. (in Chinese).
[8] Zareei S A, Hosseini M, Ghafory-Ashtiany M. Evaluation of power substation equipment seismic vulnerability by multivariate fragility analysis: A case study on a 420kV circuit breaker[J]. Soil Dynamics and Earthquake Engineering, 2017, 92:79-94.
[9] 李圣,卢智成,朱祝兵,刘振林,程永锋,鲁先龙.变电站复合材料绝缘子的动力特性与地震易损性研究[J].工程力学, 2016, 33(04): 91-97.
Li Sheng, Lu Zhicheng, Zhu Zhubing, Liu Zhenlin, Cheng Yongfeng, Lu Xianlong. Study on dynamic characteristics and Earthquake Vulnerability of composite insulators in substation [J]. Engineering Mechanics, 2016, 33(04): 91-97. (in Chinese).
[10] 李亚琦. 电瓷型高压电气设备体系抗震性能分析[D].中国地震局地球物理研究所,2002.
Li Yaqi. Seismic performance analysis of high voltage electrical equipment system based on Electroceramics [D]. Institute of Geophysics, China Seismic Bureau, 2002. (in Chinese).
[11] 程永锋,朱祝兵,卢智成,李圣,邱宁,钟珉.硬管母联接的500kV避雷器和互感器耦联体系地震模拟振动台试验研究[J]. 电网技术, 2016, 40(12):3945-3950.
Cheng YongFeng, Zhu Zhubing, Lu Zhicheng, Li Sheng, Qiu Ning, Zhong Nuo. Shaking table test of 500 kV lightning arrester and mutual inductor coupling system connected by tube master [J]. Power network technology, 2016, 40 (12): 3945-3950. (in Chinese).
[12] 蒋凤梅. 考虑结构—电气设备相互作用的大型变电站地震易损性分析研究[D]. 西安建筑科技大学, 2011.
Jiang Fengmei. Earthquake vulnerability analysis of large substations considering structure-electrical equipment interaction [D]. Xi'an University of Architecture and Technology, 2011. (in Chinese).
[13] 郑山锁,牛丽华,程明超,孙龙飞.冻融环境下砖砌体组合墙的抗震性能试验[J].振动与冲击,2017,36(17):157-164.
Zheng shansuo, Niu Lihua, Cheng Mingchao, sun Longfei Seismic performance test of brick masonry composite wall under freeze-thaw environment [J] Vibration and shock, 2017,36 (17): 157-164
[14] 邓宇,孙仁中,张鹏,李真真.拉-弯-剪复合作用下型钢混凝土柱抗震性能研究及损伤量化分析[J].振动与冲击,2021, 40 (04) : 195 - 204.
Deng Yu, sun Renzhong, Zhang Peng, Li Zhenzhen Research on seismic behavior and quantitative damage analysis of steel reinforced concrete columns under tension bending shear composite action [J] Vibration and shock, 2021, 40 (04): 195 - 204
[15] 曾磊,吴园园,张地,等.钢骨混凝土异形柱-钢梁节点抗震性能试验研究[J].振动与冲击,2016,35(4) :224-229.
Zeng Lei, Wu Yuan Yuan, Zhang Di, et al. Experimental study on seismic behavior of steel reinforced concrete special-shaped column-steel beam joint [J]. Vibration and impact, 2016, 35 (4): 224-229.
[16] Paolacci F , Giannini R , Alessandri S , et al. Seismic vulnerability assessment of a high voltage disconnect switch[J]. Soil Dynamics and Earthquake Engineering, 2014, 67:198-207.
[17] S Günay, Mosalam K M . Seismic performance evaluation of high‐voltage disconnect switches using real‐time hybrid simulation: II. Parametric study[J]. Earthquake Engineering & Structural Dynamics, 2014, 43(8).
[18] 马艳枝. 支柱式瓷绝缘子承载性能的数值分析及实验研究[D].中国水利水电科学研究院,2016.
Ma Yanzhi. Numerical analysis and experimental study on the bearing capacity of pillar ceramic insulators[D],2016. China Academy of Water Resources and Hydroelectric Sciences. (in Chinese).
[19] Ohyama T , Nagata K , Kanda K , et al. Construction of the Seismic-analysis Technology of the Insulator Base Metal Fittings in a Single Pole Structure Disconnecting Switch[J]. Electrical Engineering in Japan, 2016, 196(4):40-49.
[20] Paolacci F , Giannini R . Seismic Reliability Assessment of a High-Voltage Disconnect Switch Using an Effective Fragility Analysis[J]. Journal of Earthquake Engineering, 2009, 13(2):217-235.
[21] JEAG 5003-1980 电气设备抗震设计指南[S]. 北京: 中国技术标准出版社, 1984.
Jeag 5003-1980 guide for seismic design of electrical equipment [S]. Beijing: China Technical Standards Press, 1984.(in Chinese).
[22] GB50260-96 电力设施抗震设计规范[S]. 北京: 中国计划出版社,1996.
Gb50260-96 code for seismic design of power facilities [S]. Beijing: China Planning Press, 1996. (in Chinese).
[23] IEEE Standard 693 Recommended practice for seismic design of substations[S]. Institute of Electrical and Electronic Engineers, USA, 2005.
[24] GB/T 8287.2-1999. 高压支柱瓷绝缘子 第2部分:尺寸与特性[S]. 1987.
GB/T 8287.2-1999. High voltage post ceramic insulators Part 2: Dimensions and characteristics [S]. 1987. (in Chinese).
[25] 郑捷, 董立国, 秦卿, 等. 冻融循环下钢筋混凝土框架梁柱中节点抗震性能试验研究[J]. 建筑结构学报, 2016, 37(10): 73-81.
Zheng Jie, Dong Liguo, Qin Qing, et al. Experimental study on seismic behaviors of RC beam-column joints after freeze-thaw cycles [J]. Journal of Building structures, 2016, 37(10): 73-81. (in Chinese).
[26] 结构力学[M]. 高等教育出版社 , 李廉锟, 2017.
Structural Mechanics [M]. Higher Education Press, Li Liangong, 2017.
[27] 沈在康. 混凝土结构试验方法新标准应用讲评[M].北京: 地震出版社, 1992.
Shen Zaikang. New standard test method for application evaluation of concrete structure [M]. Beijing, Seismological Press, 1992. (in Chinese).