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In order to assess the ultimate load capacity of L-type flange connections, a flange connection of an existing 5 MW wind tower with a pre-loaded high-strength bolt is investigated using both an existing analytical model and a developed finite element model. For the analytical study, the Schmidt-Neuper model, which is developed based on the plastic failure mechanism design approach, is adopted. And for the numerical study, a finite element model for the portion of the only one segment in the L-type flange connection is configured. To observe the failure mode of the connection, it is assumed that ... 전체 초록 보기
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