Citation: | MENG Xiangrui, LI Jianqiao, NING Jianguo, XU Xiangzhao. Numerical Simulation of Explosive Shock Wave Propagation in Imitation Bridge Structure[J]. Chinese Journal of High Pressure Physics, 2019, 33(4): 042301. doi: 10.11858/gywlxb.20180649 |
[1] |
张钱城, 郝方楠, 李裕春. 爆炸冲击载荷作用下车辆和人员的损伤与防护 [J]. 力学与实践, 2014, 36(5): 527–539.
ZHANG Q C, HAO F N, LI Y C. Reserch progress in the injury and protection to vehicle and passengers under explosive shock loading [J]. Mechanics in Engineering, 2014, 36(5): 527–539.
|
[2] |
GANNON J C. Design of bridges for security against terrorist attacks [D]. Austin, TX: The University of Texas at Austin, 2004: 10–125.
|
[3] |
JONES N, BREBBIA C A. Structures under shock and impact VIII [M]. Southampton, UK: WIT Press, 2004: 53–62.
|
[4] |
WINGET D G, MARCHAND K A, WILLIAMSON E B. Analysis and design of critical bridges subjected to blast loads [J]. Journal of Structural Engineering, 2005, 131(8): 1243–1255. doi: 10.1061/(ASCE)0733-9445(2005)131:8(1243)
|
[5] |
WILLIAMSON E B, WINGET D G. Risk management and design of critical bridges for terrorist attacks [J]. Journal of Bridge Engineering, 2005, 10(1): 96–106. doi: 10.1061/(ASCE)1084-0702(2005)10:1(96)
|
[6] |
IBRAHIM A, SALIM H. Numeical prediction of the dynamic response of prestressed concrete box girder bridges under blast loads [C]//11th International LS-DYNA Users Conference, 2006: 13–15.
|
[7] |
魏雪英, 白国良. 爆炸载荷下钢筋混凝土柱的动力响应及破坏形态分析 [J]. 解放军理工大学学报(自然科学版), 2007, 8(5): 525–529.
WEI X Y, BAI G L. Dynamic response and failure modes of RC column under blast load [J]. Journal of PLA University of Science and Technology (Natural Science Edition), 2007, 8(5): 525–529.
|
[8] |
SYNGELLAKIS S. Design against blast [M]. Southampton, UK: WIT Press, 2012: 143–151.
|
[9] |
SON J, LEE H J. Performance of cable-stayed bridge pylons subjected to blast loading [J]. Engineering Structures, 2011, 18(33): 1133–1148.
|
[10] |
NING J G, MA T B, FEI G L. Multi-material Eulerian method and parallel computation for 3D explosion and impact problems [J]. International Journal of Computational Methods, 2014, 11(5): 1350079. doi: 10.1142/S0219876213500795
|
[11] |
NING J G, MA T B, LIN G H. A grid generator for 3-D explosion simulations using the staircase boundary approach in Cartesian coordinates based on STL models [J]. Advances in Engineering Software, 2014, 67(1): 148–155.
|
[12] |
FEI G L, MA T B. Large-scale high performance computation on 3D explosion and shock problems [J]. Applied Mathematics and Mechanics (English Edition), 2011, 32(3): 375–382. doi: 10.1007/s10483-011-1422-7
|
[13] |
FEI G L, MA T B, NING J G. Parallel computing of the multi-material eulerian numerical method and hydrocode [J]. International Journal of Nonlinear Sciences & Numerical Simulation, 2010, 11(Suppl): 189–193.
|
[14] |
FEI G L, MA T B, NING J G. Study on the numerical simulation of explosion and impact processes using PC cluster system [J]. Advanced Materials Research, 2012, 433/440: 2892–2898. doi: 10.4028/www.scientific.net/AMR.433-440
|
[15] |
JOHNSON W E, ANDERSON C E. History and application of hydrocodes in hypervelocity impact [J]. International Journal Impact Engineering, 1987, 5(1): 423–439.
|
[16] |
ANDERSON C E. An overview of the theory of hydrocodes [J]. International Journal Impact Engineering, 1987, 5(1): 33–59.
|
[17] |
BENSEN D J. A multi-material Eulerian formulation for the efficient solution of impact and penetration problems [J]. Computational Mechanics, 1994, 15(6): 558–571.
|