原位测量金刚石压砧在高压下的杯型形变

刘盛刚 敬秋民 陶天炯 马鹤立 王翔 翁继东 李泽仁

刘盛刚, 敬秋民, 陶天炯, 马鹤立, 王翔, 翁继东, 李泽仁. 原位测量金刚石压砧在高压下的杯型形变[J]. 高压物理学报, 2018, 32(2): 023201. doi: 10.11858/gywlxb.20170548
引用本文: 刘盛刚, 敬秋民, 陶天炯, 马鹤立, 王翔, 翁继东, 李泽仁. 原位测量金刚石压砧在高压下的杯型形变[J]. 高压物理学报, 2018, 32(2): 023201. doi: 10.11858/gywlxb.20170548
LIU Shenggang, JING Qiumin, TAO Tianjiong, MA Heli, WANG Xiang, WENG Jidong, LI Zeren. In Situ Measurement of the Cupping Deformation of Diamond Anvil under High Pressures[J]. Chinese Journal of High Pressure Physics, 2018, 32(2): 023201. doi: 10.11858/gywlxb.20170548
Citation: LIU Shenggang, JING Qiumin, TAO Tianjiong, MA Heli, WANG Xiang, WENG Jidong, LI Zeren. In Situ Measurement of the Cupping Deformation of Diamond Anvil under High Pressures[J]. Chinese Journal of High Pressure Physics, 2018, 32(2): 023201. doi: 10.11858/gywlxb.20170548

原位测量金刚石压砧在高压下的杯型形变

doi: 10.11858/gywlxb.20170548
基金项目: 

国家自然科学基金 11604313

中国工程物理研究院科学技术发展基金 2013B040162

详细信息
    作者简介:

    刘盛刚(1983—), 男,硕士,副研究员,主要从事光学测试技术研究.E-mail:liushenggangpla@126.com

  • 中图分类号: O521.3; TN247

In Situ Measurement of the Cupping Deformation of Diamond Anvil under High Pressures

  • 摘要: 基于白光频域干涉的基本原理,提出了一种可实现高压下金刚石压砧杯型形变原位测量的方法。简单介绍了利用频域干涉技术测量金刚石压砧在高压下的杯型形变的基本原理,并开展了实验研究,实验最高压力达到42.1GPa。实验结果显示,金刚石压砧的杯型形变与压力呈线性关系,最大值达到11.1μm,从实验上证实了最近的有限元数值模拟结果。

     

  • 图  金刚石压砧杯型形变原位测量示意

    ((a)实验光路; (b)参考光和信号光来源示意)

    Figure  1.  Schematics of in situ measuring the cupping deformation of diamond anvil

    ((a)Experimental light path; (b)Origins of reference and signal beams)

    图  典型频域干涉信号(42.1GPa)

    Figure  2.  Typical frequency domain interferometry signals at 42.1GPa

    图  中心与边缘区域对应信号的傅里叶变换频谱

    Figure  3.  FFT spectra of signals at the center and edge of the anvil

    图  金刚石压砧在高压下的形变分布

    Figure  4.  Deformation profiles of diamond anvil along the radial direction under high pressures

    图  金刚石压砧在不同压力下的杯型形变

    Figure  5.  Cupping deformation of diamond anvils under high pressures

    表  1  线性拟合结果

    Table  1.   Linear fitting results

    Fitting data Intercept/
    μm
    Standard error ofintercept Slope/
    (μm·GPa-1)
    Standard error ofslope R2
    FEM calculation 0.1268 0.1058 0.2404 0.0039 0.9961
    Experimental data 0.4766 0.3846 0.2350 0.0136 0.9772
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出版历程
  • 收稿日期:  2017-03-10
  • 修回日期:  2017-03-22

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