Volume 36 Issue 1
Oct.  2018
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Zhang Yu, Li Guoqiang, Chen Kepeng, Chen Airong. Research advances of safety assessment of bridges under blast load[J]. Explosion And Shock Waves, 2016, 36(1): 135-144. doi: 10.11883/1001-1455(2016)01-0135-10
Citation: Zhang Yu, Li Guoqiang, Chen Kepeng, Chen Airong. Research advances of safety assessment of bridges under blast load[J]. Explosion And Shock Waves, 2016, 36(1): 135-144. doi: 10.11883/1001-1455(2016)01-0135-10

Research advances of safety assessment of bridges under blast load

doi: 10.11883/1001-1455(2016)01-0135-10
  • Received Date: 2014-01-02
  • Rev Recd Date: 2014-03-10
  • Publish Date: 2016-01-25
  • With the potential increase of terrorist attacks and blasting accidents, bridge safety has become a major public concern and greater attention is paid to the safety assessment of bridges under blast load. In this paper, the most recent research of bridges under blast load is systematically analyzed. Firstly, the simplified theories and dynamic response of pier, deck, cable and tower under blast load are sequentially analyzed and it has been demonstrated that the continuity, redundancy and robustness affect the progressive collapse of a bridge. Based on the review of the latest study on the progressive collapse of architecture and bridges and, in view of the relevant standards, the features of bridges' progressive collapse and shortages in the design methods are analyzed. Secondly, the recent study on bridge safety assessment, including load capacity evaluation, endurance evaluation and adaptability evaluation, is reviewed. Thirdly, a study of two specific blast problems of bridges, which are blasting demolition and dynamic response and damage of the bridge under near surface blast, is presented. Finally, suggestions are put forward aiming at rectifying the shortage in the recent bridge safety research
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