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《Journal of Shanghai Jiaotong University》 2008-11
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Numerical Simulation for the Damage Effect of Bridge Subjected to Blast Wave

DENG Rong-bing~a,JIN Xian-long~(a,b),CHEN Xiang-dong~a,DU Xin-guang~a,SHEN Jian-qi~a,LI Zheng~a(a.High Performance Computing Center;b.State Key Laboratory of Vibration,Shock & Noise,Shanghai Jiaotong University,Shanghai 200240,China)  
Non-linear dynamical finite element method was applied to simulate the damage effect of bridge subjected to blast wave.Histories of blast wave propagation and overpressures were obtained.Through the comparison between the calculation results and the experimental values,the reliability of the calculation was validated.Then the dynamic responses of bridge subjected to blast wave were studied.The calculation results show that the limited areas of bridge,with large local damage in regions which are near blast,act with blast wave.The simulation results provide important reference for the calculation of blast resistant loads and evaluation of bridge safety.
【Fund】: 国家自然科学基金资助项目(50705058)
【CateGory Index】: O383
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