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    Analysis of Edgelift Anchor Failures in Experimental Precast Panels

    Barraclough 2016.pdf (9.759Mb)
    Access Status
    Open access
    Authors
    Barraclogh, Andrew
    Date
    2016
    Supervisor
    Dr Natalie Lloyd
    Dr Vanissorn Vimonsatit
    Type
    Thesis
    Award
    PhD
    
    Metadata
    Show full item record
    Faculty
    Science and Engineering
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/48482
    Collection
    • Curtin Theses
    Abstract

    This thesis details research conducted on concrete wall panel cast-in-place Edgelift hairpin anchors. 804 cast-in anchor tests and 150 concrete strength experimental tests are included in this research, and an extensive literature review is included, highlighting the relevant current literature which will ultimately assist the design engineer when assessing the efficiencies of concrete wall panel cast-in-place Edgelift hairpin anchors in early age concrete and contribute to the body of knowledge of prefabricated concrete lifting.

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      The objective of this research was to evaluate the impact on concrete breakout capacity of anchors in tension due to delay in the nstallation using the puddle-in technique. The puddle-in technique is the process of ...
    • A Plate Type Edge-Lift Anchor: Influence of Reinforcing Configurations on Failure Loads
      Barraclough, Andrew; Lloyd, Natalie (2011)
      AS3850 Tilt-up Concrete Construction [1] is the current standard for design of lifting anchors and bracing in Australia. However, this standard does not provide a recommendation for calculating the capacity of edge-lifting ...
    • A Plate Type Edge-Lift Anchor: Shear Reinforcement Influence on Failure Loads
      Barraclough, Andrew; Lloyd, Natalie (2012)
      The published standard [1] and Industry code of precast practice [2] do not provide a recommendation for calculating the shear capacity of edge-lifting anchors (which are normally placed in the edge of thin wall elements) ...
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