Citation: | CAO Jixing, CHEN Qiu, ZHANG Jiping. Simulation of SHPB Test on Concrete and Uniformity of Stresses[J]. Journal of Southwest Jiaotong University, 2008, 21(1): 67-70. |
王政,倪玉山,曹菊珍,等.冲击载荷下混凝土动态力学性能研究进展[J].爆炸与冲击,2005,25(6):519-527.WANG Zheng,NI Yushan,CAO Juzhen,et al.Recent advances of dynamic mechanical behavior of concrete under impact loading[J].Exolosion and Shock Waves,2005,25(6):519-527.[2] MENG H,LI Q M.Correlation between the accuracy of a SHPB test and the stress uniformity based on numerical experiments[J].International Journal of Impact Engineering,2003,28:537-555.[3] 胡时胜.Hopkinson压杆实验技术的应用进展[J].实验力学,2005,20(4):589-594.HU Shisheng.The application development of experimental technique of Hopkinson pressure bar[J].Journal of Experimental Mechanics,2005,20(4):589-594.[4] 朱珏,胡时胜,王礼立.率相关混凝土类材料SHPB试验的若干问题[J].工程力学,2007,24(1):78-87.ZHU Jue,HU Shisheng,WANG Lili.Problems of SHPB technique used for rate-dependent concrete-sort materials[J].Engineering Mechanics,2007,24(1):78-87.[5] TAI Y S,TANG C C.Numerical simulation:the dynamic behavior of reinforced concrete plates under normal impact[J].Theoretical and Applied Fracture Mechanics,2006,45 (2):117-127.[6] 刘孝敏,胡时胜.大直径SHPB弥散效应的二维数值分析[J].试验力学,2002,15(2):371-376.LIU Xiaomin,HU Shisheng.Two-dimensional numerical analysis for the dispersion of stress waves in large-diameter-SHPB[J].Journal of Experimental Mechanics,2005,20 (3):398-402.[7] 董钢.分离式霍普金森压杆实验技术数值模拟[D].合肥:合肥工业大学,2005.[8] 陈德兴,胡时胜,张守保,等.大尺寸Hopkinson压杆及其应用[J].实验力学,2005,20(3):398-402.CHEN Dexing,HU Shisheng,ZHANG Shoubao,et al.Large dimension Hopkinson pressure bar and its application[J].Journal of Experimental Mechanics,2005,20(3):398-402.[9] 张凤国,李恩征.大应变、高应变率及高压强条件下混凝土的计算模型[J].爆炸与冲击,2002,22(7):198-202.ZHANG Fengguo,LI Enzheng.A computational model for concrete subjected to large strains,high rates,and high pressures[J].Explosion and Shock Waves,2002,22(7):198-202.[10] MARC A M.材料的动力学行为[M].张庆明,刘彦,黄风雷,等译.北京:国防工业出版社,2006:42-43.
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