The Research Progress in a New Kind of Anti-Blast Wall

Abstract:

Anti-blast wall can effectively reduce blast load and, therefore protect human and structures from external explosion. A new kind of anti-blast wall, HESCO Bastion wall (HB wall), was designed by the QIAOSHI(China) International Trade Limite. The research about the HB wall was mainly focus on the construction of rotation model and the anti-overturn stability of the wall, but no research could be found on the blast wave pressure distribution law behind the HB wall, the anti-penetration capability and the assembling mode of the HB wall. In this paper, research progress of the HB wall has been presented, research ideas about the HB wall have been put forward.

• Periodical: Applied Mechanics and Materials (Volumes 744-746)
• Pages: 1749-1752
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.744-746.1749
• Online since: March 2015
• Authors: Zhi Gang Zhang, Ming Zhao Li*, Da Qing Kong, Tao Ge, Chun Ju Wang
• Keywords: Analytical Model, Anti-Blast Wall, Finite Element Model, State of the Art

References

[1] Wu Jun, Liu Jingbo, Du Yixin. Setup distance and structure design of assembling blast resistant wall. Protective Engineering 2007; 1: 49-53.

[2] Jiang Pengfei, Tang Degao, Wu Jun. Analysis on anti-penetration capability of assembling anti-blast wall impacted by fragments with high velocity. Journal of Vibration and Shock 2008; 27(7).

[3] Jiang Zhigang, Kong Xiaopeng, Tan Qinghua, Zeng Shouyi. Anti-overturn stability of soil-filled anti-blast wall. Journal of Vibration and Shock 2010; 29(10): 86-90.

[4] Yan Dongjin, Ding Nana, Chen Chanshou. Classification and the relative problems of the anti-blast wall outside the building. Protective Engineering 2006; 28(2): 68-74.

[5] Scherbatiuk K, Rattanawangcharoen N. Experimental testing and numerical modeling of soil-filled concertainer walls. Engineering Structures 2008; 30(12): 3545-54.

DOI: 10.1016/j.engstruct.2008.05.030

[6] Scherbatiuk K, Rattanawangcharoen N, Pope DJ, Fowler J. Generation of a pressure-impulse diagram for a temporary soil wall using an analytical rigid-body rotation model. Int J Impact Eng 2008; 35(6): 530-9.

DOI: 10.1016/j.ijimpeng.2007.04.006

[7] Scherbatiuk K, Rattanawangcharoen N. A hybrid rigid-body rotation model for predicting a response of a temporary soil-filled wall subjected to blast loading. Int J Impact Eng 2010; 37(1): 11-26.

DOI: 10.1016/j.ijimpeng.2009.06.014

[8] Scherbatiuk K, Rattanawangcharoen N. A hybrid rigid-body rotation model with sliding for calculating the response of a temporary soil-filled wall subjected to blast loading. Int J Impact Eng 2011; 38(7): 637-52.

DOI: 10.1016/j.ijimpeng.2011.02.002

[9] Mu Chaomin, Ren Huiqi, Li Yongchi, Xin Kai. Experimental study of blast wave reflection and diffraction on a shelter wall. Journal of Experimental Mechanics 2008; 23(2): 169-74.

[10] Zhou XQ, Hao H. Prediction of airblast loads on structures behind a protective barrier. Int J Impact Eng 2008; 35(5): 363-75.

DOI: 10.1016/j.ijimpeng.2007.03.003

[11] Ye Xushuang. Foundation of Explosion Action. Nan Jin: Engineering Institute of Corps Engineers, PLA University of Science and Technology, (2001).