• Title/Summary/Keyword: 최대 인양하중

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Evaluation of Joint Reaction Forces for a Hydraulic Excavator Subjected to a Critical Load (가혹하중이 작용하는 경우의 굴삭기 연결부의 반력계산)

  • Kim, Oe-Jo;Yu, Wan-Seok;Yun, Kyeong-Hwa;Gang, Ha-Geun
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.20 no.4
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    • pp.1154-1163
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    • 1996
  • This paper presents a three dimensional modeling and dynamic anlaysis of a hydraulic excavator. An excavator is composed of a ground, an under-frame, two idlers, two spockets, an upper-frame, a boom, an arm, a bucket two yokes, two connecting rods, two boom cylinders, an arm cylinder, and a bucket cylinder. Each cylinder is modeled with two separate bodies which are linked to each other by a translational joint. The three dimensioanl model of the excavator consists of 22 bodies and each body is assumed as rigid. This paper suggested the maximum lifting capability, a critical load and reaction forces at joints form the DADS simulation. It was presumed that the reaction forces due to a critical load are three times bigger than those due to the maximum lifting capacity.

Micro-silica Mixed Aqua-epoxy for Concrete Module Connection in Water : Part 2 - Structural Application and Evaluation (해상 프리캐스트 콘크리트 부유체 모듈 가접합을 위한 마이크로 실리카 혼입 수중용 에폭시 접합 성능 검토 : Part 2 - 구조 접합 성능 평가)

  • Choi, Jin-Won;You, Young-Jun;Jeong, Youn-Ju;Kwon, Seung-Jun;Kim, Jang-Ho Jay
    • Journal of the Korea Concrete Institute
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    • v.27 no.1
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    • pp.29-35
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    • 2015
  • Recent studies to develop Very Large Floating Structure(VLFS) has shown that the construction procedure of the structure needs to acquire precast concrete module connection system using prestressing. However, the loads occurring on water are complex combinations of various condition, so the safe and stable performance of the module joints and bonding materials are key to the success of the construction. Therefore, micro-silica mixed aqua-epoxy development was introduced in Part 1 using a bonding material developed in this study. The performance of the micro-silica mixed aqua-epoxy(MSAE) applied joint of concrete module specimens connected by prestressing tendon was evaluated to verify the usability and safety of the material. RC beam, spliced beam connected by prestressing tendon and MSAE, and continuous prestressed concrete beam were tested for their initial cracking and maximum loads as well as cracking procedure and pattern. The results showed that the MSAE can control the stress concentration effect of the shear key and the crack propagation, and the maximum load capacity of MSAE joint specimens are only 5% less than that of continuous RC specimen. The details of the study are discussed in detail in the paper.