Nonlinear finite element study on damage of high-pile wharf’s abnormal berthing
DOI:
CSTR:
Author:
Affiliation:

1. Dalian Port Design & Research Institute Co., Ltd., Dalian 116000,China;2. Engineering Design Institute of the South Sea Fleet, Zhanjiang 542000, China

Clc Number:

Fund Project:

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    Frequent ship berthing, management loopholes and some unpreventable factors make the accident of the berthing collision to happen quite often. At present, it is not clear that the force and displacement characteristics of the wharf under the abnormal berthing, making the lack of theoretical basis to damage assessment.A high-pile wharf nonlinear mathematical model is established in ANSYS finite element structural analysis software,in order to carry the test and inspection on-site out contrapuntally. The pile-soil interaction and the impact of rubber fender body buffer is taken into account while this thesis simplifies the structure and hierarchical foundations reasonably. The model results are compared with the actual wharf collision damage. The relative relationship of the extreme collision forces is analyzed briefly and the displacement is compared. The conclusions are got that the model can reflect the wharf damages in this collision case.

    Reference
    Related
    Cited by
Get Citation

李 申,钟小帅.高桩码头异常靠泊有限元仿真模拟[J].水运工程,2012,(1):64-68

Copy
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:
  • Revised:
  • Adopted:
  • Online: January 18,2012
  • Published:
Article QR Code