铸铝114/IPA叠层薄壁主承载结构件压缩本构模型

Compression constitutive model of cast aluminum 114/IPA laminated thin-walled main load-bearing structural component

  • 摘要: 为明确由铸铝114与IPA叠层材料经RTV162胶层粘接而成的薄壁主承载结构件材料在室温装夹过程中的力学行为,研究了结构件材料在准静态与动态压缩状态下的力学性能。采用电子万能试验机与霍普金森压杆试验装置,在室温条件下分别开展准静态和动态压缩试验,获取材料在不同应变率下的应力应变曲线。基于试验数据,利用最小二乘法拟合Johnson-Cook本构模型参数,建立了适用于该结构件材料的本构模型。为验证所建立本构模型的有效性,进一步开展有限元数值模拟,并将模拟结果与试验数据进行对比分析。结果表明,所建立的Johnson-Cook本构模型能够准确描述材料在不同应变率条件下的力学行为,数值模拟得到的应力应变曲线与试验结果吻合良好,仿真与试验结果的全局平均相对应力误差控制在5%以内,充分验证了拟合所得参数的可靠性。该本构模型的建立为薄壁主承载结构件的强度分析与失效预测提供了关键的材料模型支撑,具有重要的工程应用价值。

     

    Abstract: To clarify the complex mechanical behavior during clamping of thin-walled main load-bearing structural component material consisting of cast aluminum 114 and IPA laminated layers bonded with RTV162 adhesive, the mechanical properties of this specific composite structure under quasi-static and dynamic compression were investigated. Quasi-static and dynamic compression tests were conducted at room temperature using an electronic universal testing machine and a split Hopkinson pressure bar (SHPB) apparatus, respectively, to obtain the stress–strain curves of the material at various strain rates. Based on the experimental data, the parameters of the Johnson–Cook constitutive model were calibrated by means of least squares fitting, thereby establishing a constitutive model applicable to the structural material. To verify the validity of the proposed constitutive model, finite element numerical simulations were further performed, and the simulated results were compared with the experimental data. The results indicate that the established Johnson–Cook constitutive model can accurately characterize the mechanical behavior of the material across different strain rates, and the stress–strain curves obtained from the numerical simulations are in good agreement with the experimental results, with an average global relative stress error of less than 5%, thereby fully validating the reliability of the calibrated parameters. The development of this constitutive model provides essential material model support for the strength analysis and failure prediction of thin-walled primary load-bearing structural components, and is of significant value for engineering applications.

     

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