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Blast protection shelter by using hollow steel filled with recycled concrete

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Abstract

Under extreme loading condition, a shelter will provide a safe place to protect people from injury caused by blast wave and fragments. In order to save resource and reuse waste materials, a new design concept for blast protection shelter was explored. The new construction was composed of I-section steel panel or C-channel steel panel filled with recycled concrete aggregate. The compaction process of the recycled concrete aggregate filled in the steel construction was experimentally investigated. A single storey shelter based on the proposed design concept was numerically simulated by using LS-DYNA software. In the 3D numerical model, three walls were designed using I-section steel and one wall using C-channel steel, and all of the four walls were filled with recycled concrete aggregate. The penetration analysis was done by using ConWep. Some penetration tests were also carried out by using a gas gun. It is found that the proposed shelter based on the design concept is effective for blast protection.

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References

  1. Børvik T, Langberg H, Burbach A et al. Ballistic and blast load response of a container protected with aluminium panels for international operations[C]. In: Proceedings of 2nd Design and Analysis of Protective Structure. Singapore, 2006. 56–70.

  2. TM5-855-1. Fundamental of Protective Design for Conventional Weapons[M]. US Army Engineer Waterways Experiment Station, Vicksburg, USA, 1984.

    Google Scholar 

  3. ConWep. Conventional Weapons Effects Program[M]. Version 2.00. US Army Engineer Waterways Experimental Station, Vicksburg, USA, 1991.

    Google Scholar 

  4. Technical Manual TM5-1300. Design of Structures to Resist the Effects of Accidental Explosions[M]. US Department of the Army, USA, 1990.

    Google Scholar 

  5. Ma G W, Shi H J, Shu DW. P-I diagram method for combined failure modes of rigid-plastic beams [J]. Int Journal of Impact Engineering, 2001, 34(6): 1081–1094.

    Article  Google Scholar 

  6. Krauthammer T. Blast mitigation technologies: Developments and numerical considerations for behaviour assessment and design[C]. In: Proc Int Conf on Structures Under Shock and Impact, SUSI. Thessaloniki, Greece, 1998. 24–26.

    Google Scholar 

  7. LSTC. LS-DYNA Theoretical Manual[M]. Livermore Software Technology Corporation, Livermore, CA, 1998.

    Google Scholar 

  8. LSTC. LS-DYNA Keyword User’s Manual[M]. Version 970. Livermore Software Technology Corporation, Livermore, CA, 2003.

    Google Scholar 

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Correspondence to Guowei Ma.

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Supported by MWD Research Fund of Singapore.

LI Jianchun, born in 1971, female, doctorate student.

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Li, J., Huang, X. & Ma, G. Blast protection shelter by using hollow steel filled with recycled concrete. Trans. Tianjin Univ. 14, 426–429 (2008). https://doi.org/10.1007/s12209-008-0073-z

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  • DOI: https://doi.org/10.1007/s12209-008-0073-z

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