송전철탑 하중설계를 위한 복수경간 송전선의 갤로핑 시뮬레이션 (Galloping Simulation of Plural Spans of the Power Transmission Line for Load Design of Pylon)

서지정보

· 발행기관 : 한국정밀공학회
· 수록지 정보 : 한국정밀공학회지 / 36권 / 6호 / 559 ~ 565페이지
· 저자명 : 오윤지, 전철웅, 손정현, 변기식

초록

When wind load acts on the Power Transmission Line (PTL) with asymmetric cross section from icing and snowing, the generated vibration is termed ‘galloping phenomenon’. Since galloping phenomenon triggers short circuits or ground faults of the PTL, various galloping studies are being conducted, at home and abroad. However, galloping analysis is performed for single span in most cases, while actual PTL comprises multiple spans. In this study, PTL is modeled as a mass-spring-damper system, using a multi-body dynamics analysis program, RecurDyn. To analyze dynamic analysis of the PTL, damping coefficient is derived, by using the free vibration experiment of the PTL and Rayleigh damping theory. Through flow analysis, the galloping occurrence condition was identified, and galloping simulation was performed, by modeling the wind load. The effect of galloping on the stress applied to the pylon, was analyzed by flexible modeling the pylon between spans. As a result, approximately 150% of stress is applied to the pylon, so the galloping phenomenon should be considered when designing the pylon.

영어초록

When wind load acts on the Power Transmission Line (PTL) with asymmetric cross section from icing and snowing, the generated vibration is termed ‘galloping phenomenon’. Since galloping phenomenon triggers short circuits or ground faults of the PTL, various galloping studies are being conducted, at home and abroad. However, galloping analysis is performed for single span in most cases, while actual PTL comprises multiple spans. In this study, PTL is modeled as a mass-spring-damper system, using a multi-body dynamics analysis program, RecurDyn. To analyze dynamic analysis of the PTL, damping coefficient is derived, by using the free vibration experiment of the PTL and Rayleigh damping theory. Through flow analysis, the galloping occurrence condition was identified, and galloping simulation was performed, by modeling the wind load. The effect of galloping on the stress applied to the pylon, was analyzed by flexible modeling the pylon between spans. As a result, approximately 150% of stress is applied to the pylon, so the galloping phenomenon should be considered when designing the pylon.

참고자료

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