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10MW급 해상풍력타워의 개구부 좌굴 강도 고찰

Buckling Strength Analysis on Opening Effect of 10MW Offshore Wind Tower

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한국복합신소재구조학회 (Korean Society for Advanced Composite Structures)
초록

The initial production scale of wind tower is very few. But recently, the production scale of wind tower structure has increased gradually because it maximizes the efficiency in green energy. Many researchers are studying the wind tower, but there is no study about the difference of allowable buckling stress of the wind tower with and without opening. Guideline of codes and standards are very limited when designing a wind tower with an opening. It is also rarely that a study considers the design of the wind tower to be a tubular shell with or without an opening. ABAQUS, a general purpose finite element program, which provides safety evaluation and economical standards for the design and behavior of the wind tower considering the effect of opening was used in the study. Finally, results from this study can serve as reference for structural engineers, manufacturers and further studies of wind turbine when designing a tubular shell wind tower with an opening.

목차
ABSTRACT
 1. 서 론
 2. 유한요소해석 모델링
 3. 유한요소해석 결과
 4. 결론
 References
저자
  • 조성준(상명대학교 공과대학 건설시스템공학과) | Cho Sung Jun
  • 엘에이(상명대학교 공과대학 건설시스템공학과) | Nicolas Lay Allen S.
  • 루이스(상명대학교 공과대학 건설시스템공학과) | Asistores Luis A.C.
  • 김회진(상명대학교 공과대학 기술융복합학과) | Kim Hoi Jin
  • 박종섭(상명대학교 공과대학 건설시스템공학과) | Park Jong Sup
  • 이규세(선문대학교 공과대학 건축사회환경학부) | Lee Gyu Syi