1. 华北电力大学 电站能量传递转化与系统教育部重点实验室,北京,102206
2. 华北电力大学 河北省电力机械装备健康维护与失效预防重点实验室,河北,保定,071003
[ "周超,教授,博士生导师,博士," ]
纸质出版:2026
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周超, 张利杰, 孟凡泽. 脱冰冲击下典型金具——耐张联板的力学特性分析[J]. 机械科学与技术, 2026,45(3):404-412.
周超, 张利杰, 孟凡泽. Study on Mechanical Properties of Typical Hardware-strain Coupler Plate Under Deicing Impact[J]. Mechanical Science and Technology for Aerospace Engineering, 2026, 45(3): 404-412.
周超, 张利杰, 孟凡泽. 脱冰冲击下典型金具——耐张联板的力学特性分析[J]. 机械科学与技术, 2026,45(3):404-412. DOI: 10.13433/j.cnki.1003-8728.20240070.
周超, 张利杰, 孟凡泽. Study on Mechanical Properties of Typical Hardware-strain Coupler Plate Under Deicing Impact[J]. Mechanical Science and Technology for Aerospace Engineering, 2026, 45(3): 404-412. DOI: 10.13433/j.cnki.1003-8728.20240070.
针对脱冰冲击下耐张联板力学特性研究及对耐张联板结构优化,现有研究主要关注单一时间节点耐张联板的应力分布,忽略了耐张联板在整个时间段内应力变化问题。建立覆冰导线有限元模型
对覆冰导线进行危险工况下100%脱冰动态特性计算。并建立计及耐张联板等配套金具的完整金具串有限元模型,并开展了冲击载荷下的金具串力学特性试验。基于该模型,分析了脱冰冲击下耐张联板及配套金具的力学特性。研究发现:单一时间节点耐张联板应力云图不能准确区分耐张联板各区域的应力分布,单一时间节点下,耐张联板的应力分布与整个时间段耐张联板各区域应力分布有一定差距。研究结果为耐张联板的力学特性研究及结构优化设计提供了更准确的参考依据。
Regarding the study on the mechanical characteristics of the tension connecting plate under deicing impact and the optimization of the structure of the tension connecting plate
the existing study mainly focuses on the stress distribution of the tension connecting plate at a single time node
ignoring the issue of stress changes in the tension connecting plate throughout the entire time period. The present study establishes a finite element model for iced conductors and calculates the dynamic characteristics of 100% deicing under hazardous conditions. And a complete finite element model for hardware string was established
considering the supporting hardware such as tension connecting plates
and the mechanical properties tests of the hardware string under impact load were conducted. Based on the present model
the mechanical characteristics of the tensile connecting plate and supporting hardware under deicing impact were analyzed. It has found that a single time node stress cloud map of the tension joint plate cannot accurately distinguish the stress distribution in various regions of the tension joint plate. Under a single time node
the stress distribution of the tension joint plate has a certain gap with the stress distribution in various regions of the tension joint plate throughout the entire time period. The research results provide a more accurate reference basis for the study of mechanical properties and structural optimization design of tension connecting plates.
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