以侵彻深度(depth of penetration,DOP)实验为基础,利用LS-DYNA软件进行数值模拟,对钨合金长杆弹侵彻45钢鉴证靶和约束AD95陶瓷复合靶进行了对比研究。通过数值模拟与实验结合的方法,得到了AD95陶瓷的JH-2模型(Johnson-Holmquist cerami...以侵彻深度(depth of penetration,DOP)实验为基础,利用LS-DYNA软件进行数值模拟,对钨合金长杆弹侵彻45钢鉴证靶和约束AD95陶瓷复合靶进行了对比研究。通过数值模拟与实验结合的方法,得到了AD95陶瓷的JH-2模型(Johnson-Holmquist ceramic material model)参数;深入分析了钨合金长杆弹侵彻约束AD95陶瓷复合靶侵彻响应过程。展开更多
JH2模型广泛应用于模拟脆性材料的动态力学行为,但是其强度准则和损伤定义存在一定不足,因此本文针对爆炸冲击荷载作用下的岩石材料提出了一个改进JH2模型.首先为强度模型增加了初始屈服面和非线性损伤尺度因子,对拉伸和压缩损伤分别进...JH2模型广泛应用于模拟脆性材料的动态力学行为,但是其强度准则和损伤定义存在一定不足,因此本文针对爆炸冲击荷载作用下的岩石材料提出了一个改进JH2模型.首先为强度模型增加了初始屈服面和非线性损伤尺度因子,对拉伸和压缩损伤分别进行拉压不对称处理,并将体积塑性应变引入到压缩损伤中.将该模型嵌入LS-DYNA材料子程序后,开展一系列单元测试、分离式霍普金森压杆(Split Hopkinson Pressure Bar, SHPB)动态劈裂试验和岩石爆破试验的数值模拟.数值模拟结果表明:改进后的JH2模型克服了原始JH2模型在损伤演化的拉压不对称特性、非线性应变硬化行为、洛德角效应和体积行为等方面的不足,证明了本文所提改进JH2模型的预测精度和应用潜力.展开更多
The non-ordinary state-based peridynamic(NOSB PD)model has the capability of incorporating existing constitutive relationships in the classical continuum mechanics.In the present work,we first develop an NOSB PD model...The non-ordinary state-based peridynamic(NOSB PD)model has the capability of incorporating existing constitutive relationships in the classical continuum mechanics.In the present work,we first develop an NOSB PD model corresponding to the Johnson–Holmquist II(JH-2)constitutive damage model,which can describe the severe damage of concrete under intense impact compression.Besides,the numerical oscillation problem of the NOSB PD caused by zero-energy mode is analyzed and hence a bond-associated non-ordinary state-based peridynamic(BA-NOSB PD)model is adopted to remove the oscillation.Then,the elastic deformation of a three-dimensional bar is analyzed to verify the capability of BA-NOSB PD in eliminating the numerical oscillation.Furthermore,concrete spalling caused by the interaction of incident compression wave and reflected tension wave is simulated.The dynamic tensile fracture process of concrete multiple spalling is accurately reproduced for several examples according to the spalling number and spalling thickness analysis,illustrating the approach can well simulate and analyze the concrete spalling discontinuities.展开更多
文摘以侵彻深度(depth of penetration,DOP)实验为基础,利用LS-DYNA软件进行数值模拟,对钨合金长杆弹侵彻45钢鉴证靶和约束AD95陶瓷复合靶进行了对比研究。通过数值模拟与实验结合的方法,得到了AD95陶瓷的JH-2模型(Johnson-Holmquist ceramic material model)参数;深入分析了钨合金长杆弹侵彻约束AD95陶瓷复合靶侵彻响应过程。
文摘JH2模型广泛应用于模拟脆性材料的动态力学行为,但是其强度准则和损伤定义存在一定不足,因此本文针对爆炸冲击荷载作用下的岩石材料提出了一个改进JH2模型.首先为强度模型增加了初始屈服面和非线性损伤尺度因子,对拉伸和压缩损伤分别进行拉压不对称处理,并将体积塑性应变引入到压缩损伤中.将该模型嵌入LS-DYNA材料子程序后,开展一系列单元测试、分离式霍普金森压杆(Split Hopkinson Pressure Bar, SHPB)动态劈裂试验和岩石爆破试验的数值模拟.数值模拟结果表明:改进后的JH2模型克服了原始JH2模型在损伤演化的拉压不对称特性、非线性应变硬化行为、洛德角效应和体积行为等方面的不足,证明了本文所提改进JH2模型的预测精度和应用潜力.
基金supported by the Fundamental Research Funds for the Central Universities(Grant B200202231)the National Natural Science Foundation of China(Grants 11932006,11672101,U1934206,and 12002118)+1 种基金the National Key Research&Development Plan of China(Grants 2018 YFC0406703 and 2017YFC1502603)the China Postdoctoral Science Foundation(Grant 2019M651667).
文摘The non-ordinary state-based peridynamic(NOSB PD)model has the capability of incorporating existing constitutive relationships in the classical continuum mechanics.In the present work,we first develop an NOSB PD model corresponding to the Johnson–Holmquist II(JH-2)constitutive damage model,which can describe the severe damage of concrete under intense impact compression.Besides,the numerical oscillation problem of the NOSB PD caused by zero-energy mode is analyzed and hence a bond-associated non-ordinary state-based peridynamic(BA-NOSB PD)model is adopted to remove the oscillation.Then,the elastic deformation of a three-dimensional bar is analyzed to verify the capability of BA-NOSB PD in eliminating the numerical oscillation.Furthermore,concrete spalling caused by the interaction of incident compression wave and reflected tension wave is simulated.The dynamic tensile fracture process of concrete multiple spalling is accurately reproduced for several examples according to the spalling number and spalling thickness analysis,illustrating the approach can well simulate and analyze the concrete spalling discontinuities.
