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

    Prediction of fragment size and ejection distance of masonry wall under blast load using homogenized masonry material properties

    Access Status
    Fulltext not available
    Authors
    Wang, M.
    Hao, Hong
    Ding, Y.
    Li, Z.
    Date
    2009
    Type
    Journal Article
    
    Metadata
    Show full item record
    Citation
    Wang, M. and Hao, H. and Ding, Y. and Li, Z. 2009. Prediction of fragment size and ejection distance of masonry wall under blast load using homogenized masonry material properties. International Journal of Impact Engineering. 36: pp. 808-820.
    Source Title
    International Journal of Impact Engineering
    ISSN
    0734-743X
    URI
    http://hdl.handle.net/20.500.11937/45564
    Collection
    • Curtin Research Publications
    Abstract

    The fragment hazard resulting from a nearby explosion is a major concern in the design of structures which may be subjected to blast loads. This paper presents a predictive method based on the theories of continuum damage mechanics and mechanics of micro-crack development, and numerical simulation to determine the probabilistic fragment size distribution and the launch distances. Theoretical derivations are presented to calculate fragment distribution. The fragmentation process is modeled according to the crack initiation and propagation, which depend on the material damage levels and are estimated using continuum damage mechanics theory. The proposed method involves two steps. First a finite element model is developed to estimate the material damage, fragment distribution and the ejection velocity. Then a simple algorithm is used to predict the fragment trajectory and the launch distance based on the fragment size and the ejection velocity. A masonry wall is used as an example in this study. The wall is modeled with both the distinctive consideration of the brick and mortar material properties and the homogenized masonry material properties. The reliability and efficiency of using the homogenized masonry material model in predicting the masonry wall damage and fragmentation are proven. The program AUTODYN is used in this study to conduct the numerical simulations with the proposed models linked to it as user subroutines. The numerical results indicate that the masonry fragments approximately follow the Weibull distribution, which is consistent with some empirical fragment distributions. The proposed method avoids using erosion technique, which inevitably results in a loss of fragment mass, and avoids discretizing the structure into particles or predefining the failure planes, which may lead to unrealistic prediction of damage propagation and evolution and therefore inaccurate fragmentation process and fragment size distributions.

    Related items

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

    • Numerical modelling of masonry wall response to blast loads
      Hao, Hong (2009)
      Masonry walls are commonly used in both residential and office buildings as either load-carrying structural components or partition walls. Failure of a load-carrying masonry wall to terrorist bombing attack or accidental ...
    • Experimental and numerical study of basalt fiber reinforced polymer strip strengthened autoclaved aerated concrete masonry walls under vented gas explosions
      Li, Zhan; Chen, L.; Fang, Q.; Chen, Wensu; Hao, Hong; Zhang, Y. (2017)
      © 2017 Elsevier Ltd Ten full-scale field tests were conducted to study the performance of basalt fiber reinforced polymer (BFRP) strip strengthened autoclaved aerated concrete (AAC) masonry walls subjected to vented gas ...
    • Experimental and numerical study on CFRP strip strengthened clay brick masonry walls subjected to vented gas explosions
      Li, Zhan ; Chen, L.; Fang, Q.; Chen, Wensu ; Hao, Hong ; Zhu, R.; Zheng, K. (2019)
      © 2019 Elsevier Ltd A total of nine full-scale field blast tests were conducted in a specially designed reinforced concrete (RC) chamber to investigate the performance of carbon fiber reinforced polymer (CFRP) strip ...
    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.