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测定双线性硬化型金属材料应力-应变关系的柱平面小冲杆试验方法研究

DETERMINATION OF STRESS-STRAIN RELATIONSHIP FOR BILINEAR HARDENING METALLIC MATERIALS USING CYLINDRICAL PLANAR SMALL PUNCH TEST METHOD

  • 摘要: 对于由各向同性均质且符合双线性硬化的金属材料组成的小圆片试样, 以柱平面小冲杆对试样圆面中心法向施加压载荷. 基于能量密度等效原理和量纲分析, 推导了代表性体积单元在中点处的等效应力和等效应变的弹塑性半解析模型, 无需预先输入材料本构参数的具体数值无需迭代即可获得等效应力-应变. 对由不同ETσy组成的16种预设材料本构进行了有限元分析, 并选取316LN、T225和40CrNi2MoV三种典型双线性硬化金属材料开展柱平面小冲杆试验(Cylindrical Planar Small Punch Testing,CP-SPT)和标准单轴拉伸试验, 以验证该方法的有效性. 结果显示, 由CP-SPT方法预测的应力-应变曲线与拉伸试验结果在整个塑性变形阶段均吻合良好; 弹性模量和屈服强度的最大预测误差分别不超过7.5%, 证明了该方法在试验条件下的可靠性和良好的预测精度. 并且从模型参数、反演特性、随机噪声、边界条件、方法对比、材料适配、服役工况、计算成本8个维度展开讨论与展望. 本研究为双线性硬化材料提供了一种理论基础明确、无需迭代反演且可直接由试验曲线获取应力-应变关系的小冲杆试验(Small Punch Testing,SPT)新方法, 对小型构件和服役结构材料的力学性能评估具有重要的应用价值.

     

    Abstract: For miniature circular disc specimens fabricated from isotropic, homogeneous metallic materials following the bilinear hardening rule, compressive loads are applied normal to the central circular surface of each specimen via a cylindrical planar small punch indenter. Based on the energy density equivalence principle and dimensional analysis, an elastoplastic semi-analytical model is derived to calculate the equivalent stress and equivalent strain at the midpoint of the Representative Volume Element (RVE). Distinct from conventional numerical inversion frameworks, the proposed model enables direct acquisition of equivalent stress–strain relations without prior knowledge of material constitutive parameters or iterative computations.Finite element simulations are carried out on sixteen pre-defined material constitutive datasets featuring varying elastic tangent moduli (ET) and yield strengths (σy). To further validate the efficacy of the proposed method, Cylindrical Planar Small Punch Testing(CP-SPT) and standard uniaxial tensile tests are performed on three typical bilinear hardening metallic alloys, namely 316LN stainless steel, T225 alloy, and 40CrNi2MoV high-strength steel.Experimental results demonstrate that the stress–strain curves predicted by the CP-SPT technique achieve excellent consistency with uniaxial tensile measurements across the entire plastic deformation regime. The maximum prediction errors for elastic modulus and yield strength are controlled below 7.5%, which verifies the reliability and favorable predictive accuracy of the presented approach under practical test conditions. Furthermore, comprehensive discussions and future prospects are elaborated from eight critical perspectives: model parametric sensitivity, constitutive inversion performance, tolerance to random measurement noise, boundary condition influences, benchmark comparisons with existing Small Punch Testing (SPT) methodologies, material compatibility range, structural service loading conditions, and computational efficiency costs.This study establishes a novel small punch testing method tailored for bilinear hardening metals, which boasts a rigorous theoretical foundation, eliminates iterative inversion procedures, and directly extracts full stress–strain constitutive relations from raw experimental load-displacement curves. The developed technique delivers prominent practical engineering value for mechanical property characterization of miniature components and in-service structural materials under limited sampling conditions.

     

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