Study on Shear Lag Effect of Closed Cavity Thin-walled Components in Assembled Underground Structures
ID:90 View Protection:ATTENDEE Updated Time:2022-07-06 12:55:04 Hits:288 Poster Presentation

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Abstract
The assembled underground stations of Changchun Railway Line 2 use a series of closed cavity thin-walled components to reduce the structural weight. As for the hollow component, the shear lag effect is essential for the safety of the structure. Thus the numerical simulation is used to analyze the normal stress of the component, which contains a simple straight model and an actual station model. The results show that the shear lag effect occurs in the intersection of flange and rib of the component, and the maximum amplification factor of stress is 1.02 which should be considered for relevant design.
 
Keywords
Underground Structure
Speaker
Lei ZHANG
Beijing Urban Construction Group Co., Ltd.

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Important Date
  • Conference Date

    Jul 08

    2022

    to

    Jul 11

    2022

  • Jul 11 2022

    Contribution Submission Deadline

  • Jul 11 2022

    Registration deadline

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Chinese Overseas Transportation Association
Central South University (CSU)
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