Study on Damage Effect of Concrete Bridge Model under Blast Loading

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Abstract:

With the rapid development of transportation, the vulnerability of bridge under blast loading has more and more attracted people's attention. To ensure the safety of the bridge under the impact of blast loading is very important. This article describes the current situation of bridge structure antiknock research in China and other countries. What’s more, pointed out the shortcomings of existing research and presented that the antiknock research of bridge structure should combine numerical simulation with model test at the same time. This article researches the stress, strain and bridge damage rule of 1: 5 model of T-beam Bridge under explosion effect of small doses explosive.

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116-120

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July 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zhang Kaijin. Research on damage characteristics of concrete bridge subjected to blast loading [D]. Xi'an: Chang'an University, (2009).

Google Scholar

[2] Deng Rongbin, Jin Xianlong, Chen Xiangdong et al. Numerical simulation for the damage effect of bridge subjected to blast wave [J]. Journal of Shanghai Jiaotong University, 2008, 11: 1927-1930, (1934).

Google Scholar

[3] Hu Zhijian, Hu Zhaofang. The 19th National Symposium bridge [C]. Beijing: China Communications Press, 2010: 77l-776.

Google Scholar

[4] TRB. Blast-resistant highway bridges:design and detailing guidelines [R]. NCHRP Report 645, Transportation Re-search Board, Washington DC, (2010).

Google Scholar

[5] Son J, Lee H J. Performance of cable-stayed bridge pylons subjected to blast loading [J]. Engineering Structures. 2011. 33(4): 1133一1148.

DOI: 10.1016/j.engstruct.2010.12.031

Google Scholar

[6] Hao H, Tang E K C. Numerical simulation of a cable—stayed bridge response to blast loads, Part II: damage prediction and FRP strengthening [J]. Engineering Structures, 2010, 32(3): 3193-3205.

DOI: 10.1016/j.engstruct.2010.06.006

Google Scholar

[7] Tang E K C, Hao H. Numerical simulation of a cable-stayed bridge response to blast loads, Part l: Model development and response calculations [J]. Engineering Structures, 2010, 32(3): 3180—3192.

DOI: 10.1016/j.engstruct.2010.06.007

Google Scholar