中文摘要：

利用有限元数值分析法对混凝土一维拉伸层裂实验进行了探讨，并采用Holmquist—Johnson—Cook混凝土本构模型进行计算．结果显示试件截面应力分布均匀，满足一维拉伸层裂实验中的截面应力均匀的假设；在对比实验和数值模拟结果的情况下，模拟结果也验证了实验的可行性．

英文摘要：

In this paper, the numerical analyses on large concrete under dynamic tensile stress are investigated. A computational constitutive model for concrete Holmquist-Johnson-Cook is used in this study; the results provide the stress on the specimen section is uniformity; and compared the results of the experiments and the numerical simulation, demonstrate the feasibility of the experiment.