• Title/Summary/Keyword: 마루골조

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A Study on the Structural Analysis and Test of an Electric Car-Body (전동차 차체 구조물에 대한 구조해석 및 실험에 관한 연구)

  • 전형용;성낙원
    • Journal of the Korean Society for Precision Engineering
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    • v.15 no.12
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    • pp.28-36
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    • 1998
  • This investigation is the result of a structural analysis by the finite element method and static loading test for the optimal structural design of an electric railway vehicle made of stainless 301L materials. We analyzed the stress and displacement of the existing electric car-body structure for predicting the position of concentrated stress, the flow of stress, rigidity to be occurred in the car-body structure when it is subjected to the vertical load. It was exposed that the side sills and window corners around the bolsters are the weak parts of the electric car-body structure because the bolsters of the electric car-body structure were subjected to the vertical load and dynamic load to be occurred during running. The flow of stress and the cause of stress concentration in the weak zone were studied in order to prevent the concentration of stress and buckling. The rearrangement of the structure and the selection of the beam elements were also carried out for optimum design of the structure.

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Experimental Study on the Behavior of Building Hardware with Joint Details (접합 방법에 따른 하지철물 구조물의 거동에 관한 실험적 연구)

  • Hong, Seonguk;Kim, Seunghun;Baek, Kiyoul
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.22 no.1
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    • pp.190-198
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    • 2018
  • In recent years, non-welded building hardware has been installed by bolt assembly is used. The non-welded building hardware method can reduce accidents caused by welding, and can be constructed by bolt assembly, which can reduce labor costs and shorten the construction period. However, there is a need for a method to compensate for the occurrence of buckling at the time of construction. The purpose of this study is to evaluate the behavior of joints between steel pipe and fastener and to evaluate the behavior of joints of non-welded and welded hardware frame. As a result, it was found that the foundation steel structure without welded joints was deformed to a rotation angle of member much larger than the allowable interlayer displacement angle 0.01 to 0.02 required according to the seismic load rating in the seismic load resistance system.