Curtin University Homepage
  • Library
  • Help
    • Admin

    espace - Curtin’s institutional repository

    JavaScript is disabled for your browser. Some features of this site may not work without it.
    View Item 
    • espace Home
    • espace
    • Curtin Research Publications
    • View Item
    • espace Home
    • espace
    • Curtin Research Publications
    • View Item

    A novel numerical model approach for examining ship berthing impact on floating piers

    212904_212904.pdf (1.031Mb)
    Access Status
    Open access
    Authors
    Chegenizadeh, Amin
    Ghadimi, Behzad
    Nikraz, Hamid
    Heshmati, E.
    Date
    2015
    Type
    Journal Article
    
    Metadata
    Show full item record
    Citation
    Chegenizadeh, A. and Ghadimi, B. and Nikraz, H. and Heshmati, E. 2015. A novel numerical model approach for examining ship berthing impact on floating piers. Journal of Engineering Science & Technology. 10 (8): pp. 1054-1064.
    Source Title
    Journal of Engineering Science & Technology© School of Engineering, Taylor’s University
    ISSN
    1823-4690
    School
    Department of Civil Engineering
    Remarks

    Copyright © 2015 School of Engineering, Taylor’s University

    URI
    http://hdl.handle.net/20.500.11937/45622
    Collection
    • Curtin Research Publications
    Abstract

    This paper presents the results of an investigation into the impact of ship berthing upon floating piers using highly advanced numerical software Abaqus. The ship and floating piers were modeled as solid bodies. For the first time, the effect of soil on the total energy absorption of the system was considered using both elastic and elastic-perfectly plastic soil models. First the results for the elastic soil model were compared to and verified by the existing literature using a spring soil model.Then a continuum soil model was utilized instead of a spring soil model, with the results showing 27% higher energy absorption compared to the spring model. The investigation also considered a model with soil as an elastic-perfectly plastic material, being more aligned with the soil material’s real behavior. With this model the results produced 1% more energy absorption as the soil did not reach plastic failure.

    Related items

    Showing items related by title, author, creator and subject.

    • Laboratory tests and numerical simulations of barge impact on circular reinforced concrete piers
      Sha, Y.; Hao, Hong (2013)
      Bridge structures across navigable waterways are vulnerable to barge collisions. To protect the bridge structure, bridge piers should be specially designed to resist barge impact load. In order to quantify the impact load, ...
    • Laboratory Tests and Numerical Simulations of CFRP Strengthened RC Pier Subjected to Barge Impact Load
      Sha, Y.; Hao, Hong (2015)
      Bridge piers are designed to withstand not only axial loads of superstructures and passingvehicles but also out-of-plane loads such as earthquake excitations and vessel impact loads.Vessel impact on bridge piers can lead ...
    • Experimental and numerical investigations on the seismic behavior of bridge piers with vertical unbonded prestressing strands
      Sun, Z.; Wang, D.; Bi, Kaiming; Si, B. (2015)
      In the performance-based seismic bridge design, piers are expected to undergo large inelastic deformations during severe earthquakes, which in turn can result in large residual drift and concrete crack in the bridge piers. ...
    Advanced search

    Browse

    Communities & CollectionsIssue DateAuthorTitleSubjectDocument TypeThis CollectionIssue DateAuthorTitleSubjectDocument Type

    My Account

    Admin

    Statistics

    Most Popular ItemsStatistics by CountryMost Popular Authors

    Follow Curtin

    • 
    • 
    • 
    • 
    • 

    CRICOS Provider Code: 00301JABN: 99 143 842 569TEQSA: PRV12158

    Copyright | Disclaimer | Privacy statement | Accessibility

    Curtin would like to pay respect to the Aboriginal and Torres Strait Islander members of our community by acknowledging the traditional owners of the land on which the Perth campus is located, the Whadjuk people of the Nyungar Nation; and on our Kalgoorlie campus, the Wongutha people of the North-Eastern Goldfields.