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    基于小冲杆试验的超薄板抗拉强度测试

    Tensile Strength Testing of Ultra-Thin Sheets Based on Small Punch Test

    • 摘要: 采用小冲杆试验与晶体塑性有限元模拟方法研究800H合金和316L不锈钢试样厚度方向的晶粒数量对载荷-位移曲线重复性的影响;基于小冲杆试验结果采用数据库方法获得平均晶粒尺寸约为10 μm的厚0.1 mm 316L不锈钢超薄板的抗拉强度,并与拉伸试验结果进行对比。结果表明:对于晶粒取向随机的超薄板,当厚度方向晶粒数量超过3时,试样的载荷-位移曲线重复性好,其力学响应不受晶粒取向随机性的影响;随着厚度方向晶粒数量的增加,试样的剪切应变分布趋于均匀;采用数据库方法得到0.1 mm厚316L不锈钢超薄板的抗拉强度为630.0 MPa,与拉伸试验结果(641.4 MPa)的相对误差仅为1.77%,验证了数据库方法的可靠性。

       

      Abstract: The effect of grain number in the thickness direction of the specimens of 800H alloy and 316L stainless steel on the repeatability of the load-displacement curves was studied by small punch tests and crystal plasticity finite element simulation. By using the results of the small punch test, the tensile strength of 0.1 mm thick 316L stainless steel ultra-thin sheets with an average grain size of about 10 μm was obtained by a database method, and was compared with the tensile test results. The results show that for ultra-thin sheets with random grain orientation, when the number of grains in the thickness direction exceeded 3, the load-displacement curves of the specimens had good repeatability, and their mechanical response was not affected by the randomness of grain orientation. As the number of grains in the thickness direction increased, the shear strain distribution of the specimens became more uniform. The tensile strength of 0.1 mm thick 316L stainless steel plate was 630.0 MPa by the database method, The error relative to the tensile test result (641.4 MPa) was only 1.77%, verifying the reliability of the database method.

       

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