黄民荣, 顾晓辉, 高永宏. 基于Griffith强度理论的空腔膨胀模型与应用研究[J]. 力学与实践, 2009, 31(5): 30-34. DOI: 10.6052/1000-0879-2008-351
引用本文: 黄民荣, 顾晓辉, 高永宏. 基于Griffith强度理论的空腔膨胀模型与应用研究[J]. 力学与实践, 2009, 31(5): 30-34. DOI: 10.6052/1000-0879-2008-351
Min-Rong HUANG, Xiao-Hui GU, . CAVITY EXPANSION MODEL BASED ON THE GRIFFITH STRENGTH THEORY AND ITS APPLICATION[J]. MECHANICS IN ENGINEERING, 2009, 31(5): 30-34. DOI: 10.6052/1000-0879-2008-351
Citation: Min-Rong HUANG, Xiao-Hui GU, . CAVITY EXPANSION MODEL BASED ON THE GRIFFITH STRENGTH THEORY AND ITS APPLICATION[J]. MECHANICS IN ENGINEERING, 2009, 31(5): 30-34. DOI: 10.6052/1000-0879-2008-351

基于Griffith强度理论的空腔膨胀模型与应用研究

CAVITY EXPANSION MODEL BASED ON THE GRIFFITH STRENGTH THEORY AND ITS APPLICATION

  • 摘要: 根据混凝土材料受高速冲击时产生大量碎裂的特点,假设其粉碎(塑性)区介质服从Griffith强度理论,发展了弹丸深侵彻混凝土靶的动态空腔膨胀模型,建立了弹丸深侵彻理论计算公式. 对比表明:基于Griffith强度理论的球形动态空腔膨胀模型的计算结果与实验数据吻合较好.

     

    Abstract: A theoretical analysis is carried out for concrete targetssubjected to impact of projectiles. According to the vastcomminution feature of concrete materials subjected toprojectiles high-velocity impact, the materials in the comminuted or plasticregion are assumed to obey the Griffith strength theory. A dynamiccavity expansion model is built for projectiles deeply penetrating into concretetargets. An analytical calculation formula is obtained.Predictions are in good agreement with test data.

     

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