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    Blast mitigation performance of cladding using square dome-shape kirigami folded structure as core

    70364.pdf (5.143Mb)
    Access Status
    Open access
    Authors
    Li, Z.
    Chen, Wensu
    Hao, Hong
    Date
    2018
    Type
    Journal Article
    
    Metadata
    Show full item record
    Citation
    Li, Z. and Chen, W. and Hao, H. 2018. Blast mitigation performance of cladding using square dome-shape kirigami folded structure as core. International Journal of Mechanical Sciences. 145: pp. 83-95.
    Source Title
    International Journal of Mechanical Sciences
    DOI
    10.1016/j.ijmecsci.2018.06.035
    ISSN
    0020-7403
    School
    School of Civil and Mechanical Engineering (CME)
    Funding and Sponsorship
    http://purl.org/au-research/grants/arc/DE160101116
    URI
    http://hdl.handle.net/20.500.11937/70152
    Collection
    • Curtin Research Publications
    Abstract

    Structural response of the sacrificial cladding with square dome-shape kirigami (SDK) structure as core under blast loads is investigated in this study. A sample of SDK core folded from a pre-cut aluminium sheet is crushed under quasi-static loading condition. A numerical model is then developed and calibrated using experimental data. The calibrated model of SDK foldcore cladding is then placed on to a rigid block as a sacrificial layer to resist blast loading for structure protection. To evaluate the blast mitigation capacities, the parameters such as peak load transmitted to the protected structure, energy absorption, centre crushed distance and loading duration are compared among the claddings with different cores. Compared to square honeycomb, superior performance of blast mitigation is demonstrated for the proposed SDK foldcore sacrificial cladding by yielding a uniform collapsing similar to aluminium foam. Significant increase in energy absorption of the core is observed for the sacrificial cladding with SDK foldcore. It also yields a higher plateau stress than aluminium foam of the same density and is applicable to a wider range of blast loadings. The peak transmitted load to the protected structure is reduced by more than 70% comparing with the case without cladding. SDOF analysis of the sacrificial cladding systems is carried out and validated using numerical results. Based on the SDOF analysis, complete solution is derived and then used to obtain simplified design charts to show the suitable range of blast load scenarios where the sacrificial claddings are effective.

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