节点文献
大尺寸混凝土一维动态拉伸实验及其数值分析
Experiment and Numerical Analyses on Large Concrete under Uniaxial Tensile Stress
【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.
【Abstract】 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.
【基金】 国家自然科学基金(10772088);宁波市博士基金(2005A610032)
- 【文献出处】 宁波大学学报(理工版) ,Journal of Ningbo University(Natural Science & Engineering Edition) , 编辑部邮箱 ,2009年01期
- 【分类号】O347
- 【被引频次】4
- 【下载频次】178