When a bellows is subjected to various deformation conditions such as angular rotation, axial displacement or lateral deflection, the stress is produced at each convolution. These deformations play a significant role in the analysis of strength. Because of geometric complex, it is difficult to analyze the mechanical behavior of bellows. The symmetrical deformation problems of the bellows have been discussed in the study. These problems were investigated by the finite element method. The bellows was meshed with 8 node shell elements and elastic analysis was performed. The mesh consists of 112,800 elements and the lateral deflection from 0 to 21mm, the axial displacement from 0 to 6mm and the angle of rotation from 0 to 0.21 degree was applied at the end cap for the boundary condition. The effects of boundary conditions such as the angle of rotation and the lateral deflection on the stress concentration for the bellows was studied. In addition, the relationship between minimum von-Mises stress and angle of rotation and deflection of bellows was obtained

In order to supply the high-quality electric power, several researches have been conducted. For the high-quality power, it is necessary to inspect the power lines and insulators before the lines or insulators are disconnected or damaged. However, it is not enough to inspect all the power lines by human inspectors. In previous study, a power line inspection robot was developed to investigate the power lines and insulators. According to replace the human operators by the robot, the inspection robot has several advantages: the improved working conditions, machine accuracy, and the prevention of accident. However, the robot has some defects in its heavyweight. In this study, a lightweight inspection robot has been developed using a RP and a vacuum casting. And, this study developed a fault detection monitoring program for the high voltage equipment using a microphone which detects the location of fault and the thermal imaging and CCD cameras which verifies the fault and stores the image, respectively.

본 연구는 초고강도콘크리트의 배합에 사용되는 3성분계 혼합시멘트의 최적조합을 도출하기 위한 실험연구이다. 3성분계 혼합시멘트는 포틀랜드시멘트, 고로슬래브 미분말 0%, 30%, 40%, 50% 및 플라이애시 0%, 10%, 20%, 30%로 구성하였다. 물결합재비 0.18의 초고강도콘크리트를 대상으로 각 실험체의 압축강도와 공극구조를 조사한 결과, 플라이애시 10%, 고로슬래그 미분말 30%를 혼합한 3성분계 혼합시멘트를 사용한 콘크리트의 압축강도는, 50nm 이상의 공극량 감소에 의해, Plain 콘크리트에 비해 현저히 증가하였다.