摘要:
核级不锈钢Z2CN18.10广泛应用于核电站管道系统,其在高应变率与高温耦合环境下的动态力学行为对评估结构在冲击载荷下的安全性能具有重要意义。为准确描述Z2CN18.10在动态载荷下的力学行为,通过电子万能试验机和传统Hopkinson拉杆系统开展了准静态与高应变率拉伸试验,获取了该材料在常温至400℃、应变率10-3~103 s⁻¹范围内的应力-应变响应。针对传统Hopkinson杆无法实现大应变加载的局限,采用电磁驱动双向Hopkinson拉杆测量了材料在不同应力三轴度下的失效应变。基于实验数据拟合了Johnson-Cook本构模型与失效准则参数,并通过空气炮高速冲击试验验证了模型有效性。结果表明,数值仿真与试验关于破孔尺寸、峰值应变和支撑反力的差值分别为4.4%、7.5%和2.3%,吻合良好。研究建立的Z2CN18.10不锈钢的可靠动态本构模型和失效准则,更为核电站管道系统的抗冲击设计与安全评估提供了重要的方法与数据基础。
Abstract:
Nuclear-class stainless steel Z2CN18.10 is extensively used in nuclear power plant piping systems owing to its superior mechanical properties and corrosion resistance. Understanding its dynamic mechanical behavior under combined high-strain-rate and high-temperature conditions is essential for evaluating structural integrity under impact loads such as those caused by missile or pipe whip hazards. To accurately characterize the dynamic response of Z2CN18.10, systematic quasi-static and high-strain-rate tensile tests were conducted. Quasi-static testing was conducted utilizing an electronic universal testing machine, while high-rate tests were carried out with a conventional Split Hopkinson Tensile Bar (SHTB) system. These experiments captured full stress-strain responses across a temperature range from ambient (25°C) up to 400°C and strain rates varying from 10-3 to 103 s⁻¹. To address the limitation of conventional Hopkinson bars in achieving large plastic strains before fracture, an electromagnetically driven bidirectional Split Hopkinson Tension Bar was employed. This advanced setup enabled precise measurement of failure strain under different stress triaxiality conditions (0.3333~0.7388), providing crucial data for characterizing ductile damage evolution. Based on the comprehensive experimental results, the parameters for the Johnson-Cook (J-C) constitutive model, which accounts for strain hardening, strain rate sensitivity, and thermal softening effects, along with the J-C failure criterion, were carefully calibrated. The calibrated model was further validated through gas-gun high-speed impact tests that simulate high-velocity penetration scenarios. Numerical simulations using the calibrated model showed excellent agreement with experimental observations, with minimal deviations—only 4.4% in perforation diameter, 7.5% in peak strain, and 2.3% in peak support reaction force. a reliable and accurate dynamic constitutive model and failure criterion for Z2CN18.10 stainless steel are established, providing valuable insights and a solid database for the design and safety assessment of nuclear piping systems subjected to impact loading. The outcomes significantly enhance predictive capabilities in numerical simulations related to nuclear component safety and integrity. caused by missile or pipe whip hazards. To accurately characterize the dynamic response of Z2CN18.10, this study conducted systematic quasi-static and high-strain-rate tensile tests. Quasi-static testing was conducted utilizing an electronic universal testing machine., while high-rate tests were carried out with a conventional Split Hopkinson Tensile Bar (SHTB) system. These experiments captured full stress-strain responses across a temperature range from ambient (25°C) up to 400°C and strain rates varying from 10-3 to 103 s⁻¹. To address the limitation of conventional Hopkinson bars in achieving large plastic strains before fracture, an electromagnetically driven bidirectional Split Hopkinson Tension Bar was employed. This advanced setup enabled precise measurement of failure strain under different stress triaxiality conditions, providing crucial data for characterizing ductile damage evolution. Based on the comprehensive experimental results, the parameters for the Johnson-Cook (J-C) constitutive model, which accounts for strain hardening, strain rate sensitivity, and thermal softening effects, along with the J-C failure criterion, were carefully calibrated. The calibrated model was further validated through gas-gun flat plate impact tests that simulate high-velocity penetration scenarios. Numerical simulations using the calibrated model showed excellent agreement with experimental observations, with minimal deviations—only 4.4% in perforation diameter, 7.5% in peak strain, and 2.3% in peak support reaction force. This study establishes a reliable and accurate dynamic constitutive model and failure criterion for Z2CN18.10 stainless steel, providing valuable insights and a solid database for the design and safety assessment of nuclear piping systems subjected to impact loading. The outcomes significantly enhance predictive capabilities in numerical simulations related to nuclear component safety and integrity.